率独立耗散岩土材料多变形机制的热力学建模方法及其应用
|
摘要
单一变形机制已不能满足描述实际岩土颗粒材料复杂变形特征的要求。本文第一部分从理论和试验入手,在Houlsby等人单一变形机制理论框架的基础上,建立适用于描述率独立耗散岩土材料多变形机制的热力学建模方法,给出理论方法的具体应用例子,对扩展的热力学建模方法应用于岩土材料其限制条件及适用性进行了理论推导及相应讨论,通过选择特例对理论的合理性进行了初步论证。多变形机制描述的超塑性理论方法可保证提供形式紧凑,一致性强的统一理论体系,并保持理论的开放性。该理论方法允许在更广泛的范围模拟岩土材料新的变形机制而不失满足热力学一般性的关系和要求。
第二部分致力于发展率独立耗散岩土材料多变形机制热力学建模方法下的具体模型。遵循第一部分的理论方法,发展了超塑性结构损伤双面模型;引入广义非线性强度理论实现了建议模型的三维化,进行了三维应力状态下土体强度特性的初步研究;并对模型进行各向异性修正,通过热力学方法建立了各向异性旋转硬化模型;分别给出系列模型完整的增量反应,数值分析和对比验证。数值模拟结果与试验结果吻合较好,初步表明了遵循多变形机制热力学建模途径进行土体应力分析的实用性及有效性。
最后,对率独立耗散岩土材料多变形机制热力学建模方法的理论有效性及限制进行了总结和说明。
本文工作的总体思路首先是建立适用于率独立耗散岩土材料多变形机制描述的热力学建模方法,进而发展方法下的具体模型,并对模型进行了相应修正等工作,分别给出各模型具体的理论组成部分。通过模型的模拟预测和试验结果对比,初步说明了本文所提出多变形机制率独立耗散岩土材料热力学建模方法的应用前景及潜力。
It is obviously that the single deformation mechanism cannot satisfy the needs for describing geomaterials complicated behaviour.Based on the First/Second Law of Thermodynamics,a systematic constitutive presentation of 32 possible ways within the multi-mechanisms thermodynamical framework for rate-independent geomaterials description is built in part I.The proposed multi-mechanisms thermodynamical framework assures to develop the coherent,compact and open system to simulate concrete behaviour for geomaterial without violate the Law of Thermodynamics. Application examples and the restrict conditions are discussed in detail separately for the proposed framework in appendix.Several integration schemes are investigated and evaluated for the new approach.It appears that a series of these basic studies is helpful to build rational governing equations for geotechnical materials.
By the series of theory work built in part I,the innovative idea of multi-mechanisms thermomechanical approach is proposed to develop the families of models to describe the multi-mechanisms response for rate independent frictional dissipative geomaterials.As an application of the new method,the concrete series of models are developed in the part II.Account for the structural damage and dissipative nature of soil,the damage and structural rearrangement behaviour are chosen to present the concrete multi-mechanisms modeling methods for geomaterial.Model prediction results fit the GDS and conventional experimental data of Zhengzhou and Beijing naturally clay very well.It indicates that the proposed isotropic hyperplastic structural damage dual-surface model effectively can be used in describing the bearing capacity for some structured soils.
To reflect more real stress characteristic description,a three-dimensional model is realized by introduced the generalized non-linear strength theory in chapter 5.To take frictional and anisotropy response into account,a rotational hardening model is proposed in chapter 6 by following the multi-mechanisms thermodynamical approach. Through evaluation and compared the model simulation to the experimental results,the applicability of the series of proposed models are preliminary validated.It shows that the rational estimation ability for predicting the deformation of the hardening granule geomaterials in the condition of small strain scope and low confine pressure.The practicability and availability of the multi-mechanisms thermodynamical approach was indicated farther.
The summarization and expectation of future research in modeling method for geomaterials are presented in the partⅢof the paper.
The series of models in proposed approach satisfy the laws of thermodynamics and possible can account for more structural or complicated factors for soil behaviour description.It is believed that the proposed new energy approach would help better understand for more perplexing aspects of soil behaviour and the further application of the proposed approach should be developed in the next step.
第二部分致力于发展率独立耗散岩土材料多变形机制热力学建模方法下的具体模型。遵循第一部分的理论方法,发展了超塑性结构损伤双面模型;引入广义非线性强度理论实现了建议模型的三维化,进行了三维应力状态下土体强度特性的初步研究;并对模型进行各向异性修正,通过热力学方法建立了各向异性旋转硬化模型;分别给出系列模型完整的增量反应,数值分析和对比验证。数值模拟结果与试验结果吻合较好,初步表明了遵循多变形机制热力学建模途径进行土体应力分析的实用性及有效性。
最后,对率独立耗散岩土材料多变形机制热力学建模方法的理论有效性及限制进行了总结和说明。
本文工作的总体思路首先是建立适用于率独立耗散岩土材料多变形机制描述的热力学建模方法,进而发展方法下的具体模型,并对模型进行了相应修正等工作,分别给出各模型具体的理论组成部分。通过模型的模拟预测和试验结果对比,初步说明了本文所提出多变形机制率独立耗散岩土材料热力学建模方法的应用前景及潜力。
It is obviously that the single deformation mechanism cannot satisfy the needs for describing geomaterials complicated behaviour.Based on the First/Second Law of Thermodynamics,a systematic constitutive presentation of 32 possible ways within the multi-mechanisms thermodynamical framework for rate-independent geomaterials description is built in part I.The proposed multi-mechanisms thermodynamical framework assures to develop the coherent,compact and open system to simulate concrete behaviour for geomaterial without violate the Law of Thermodynamics. Application examples and the restrict conditions are discussed in detail separately for the proposed framework in appendix.Several integration schemes are investigated and evaluated for the new approach.It appears that a series of these basic studies is helpful to build rational governing equations for geotechnical materials.
By the series of theory work built in part I,the innovative idea of multi-mechanisms thermomechanical approach is proposed to develop the families of models to describe the multi-mechanisms response for rate independent frictional dissipative geomaterials.As an application of the new method,the concrete series of models are developed in the part II.Account for the structural damage and dissipative nature of soil,the damage and structural rearrangement behaviour are chosen to present the concrete multi-mechanisms modeling methods for geomaterial.Model prediction results fit the GDS and conventional experimental data of Zhengzhou and Beijing naturally clay very well.It indicates that the proposed isotropic hyperplastic structural damage dual-surface model effectively can be used in describing the bearing capacity for some structured soils.
To reflect more real stress characteristic description,a three-dimensional model is realized by introduced the generalized non-linear strength theory in chapter 5.To take frictional and anisotropy response into account,a rotational hardening model is proposed in chapter 6 by following the multi-mechanisms thermodynamical approach. Through evaluation and compared the model simulation to the experimental results,the applicability of the series of proposed models are preliminary validated.It shows that the rational estimation ability for predicting the deformation of the hardening granule geomaterials in the condition of small strain scope and low confine pressure.The practicability and availability of the multi-mechanisms thermodynamical approach was indicated farther.
The summarization and expectation of future research in modeling method for geomaterials are presented in the partⅢof the paper.
The series of models in proposed approach satisfy the laws of thermodynamics and possible can account for more structural or complicated factors for soil behaviour description.It is believed that the proposed new energy approach would help better understand for more perplexing aspects of soil behaviour and the further application of the proposed approach should be developed in the next step.
引文
[1.1]陈惠发著,余天庆,王勋文,刘再华译,土木工程材料的本构方程(第二卷塑性与建模),武汉:华中科技大学出版社,2001
[1.2]沈珠江,理论土力学,中国水利水电出版社,2000
[1.3]钱家欢,殷宗泽,土工原理与计算(第二版),中国水利水电出版社,1996
[1.4]高玉臣,固体力学基础,中国铁道出版社.1997.
[1.5]黄筑平,连续介质力学基础,高教出版社,北京.2003
[1.6]黄克智,黄永刚.固体本构关系,清华大学出版社.1999.
[1.7]Hill R.,Mathematical Theory of Plasticity,Oxford.1950.
[1.8]王自强.理性力学基础,科学出版社.2000.
[1.9]Christofersen J,A micromechanical description of granular material behavior,J.Applied Mech.,ASME,1981,48(2),339-344
[1.10]C.R.Calladine.A microstructural view of the micromechanical properties of saturated clay,Geotechnique 1971,21(4),319-415
[1.11]Houlsby,G.T.,and Wroth,C.,The variation of shear modulus of a clay with pressure and over consolidation ratio,Soils Found.,1991,31(3),138-143.
[1.12]Houlsby,G.T.,The use of a variable shear modulus in elasticplasticmodels for clays.Comput Geotech.,1985,1,3-13
[1.13]Hardin B O,Drnevich V P,Shear modulus and damping in soils:measurement and parameter effects,Journal of the Soil Mechanics and Foundations Division,ASCE,1972,98(SM6):603-624
[1.14]Burland J B.,A laboratory study of the strength of four stiff clays.Geotechnique.1996,46(3):491-514
[1.15]Bishop AW and Henkel D J,The measurement of soil properties in the triaxial test,Edward Arnold Publishers,London,1975
[1.16]Nagaraj T S.Pandian N S,Narasimha Raju P S R.,Compressibility behavior of soft cemented soil,Geotechnique,1998,49(2):281-287
[1.17]Atkinson,J.H.,Richardson,D.Elasticity and normality in soil-experimental examinations.Geotechnique,1985,35(4).443-449.
[1.18]Atkinson,J.H.,Non-linear soil stiffness in routine design.Geotechnique,2000,50(5),487-508.
[1.19]Minneapolis.Jovicic,V.,Coop,M.R.,Stiffness of coarse-grained soils at small strains.Geotechnique,1997,47(3),45-561.
[1.20]Rampello,S.,Viggiani,G.M.B.,Amorosi,A.Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths.Geotechnique,1997,47(3).475-489.
[1.21]Jardine,R.J.,Some observation on the kinematic nature of soil stiffness.Soils Found.1992,32(2),111-124
[1.22]Tavenas,R and Leroueil,S,Laboratory and in situ stress-strain-time behaviour of soft clays state-of-the-art paper.Int.Sym Geotech.Engng.Soft Soils,Mexico City,1990
[1.23]Kabbaj,M.,Tavenas,F.and Leroueil,S.,In-situ and laboratory stress-strain relations,Geotechnique,1988,38(1),83-100
[1.24]Pastor M,Zienkiewicz O C,Chan A H C,Generalized plasticity and the modelling of soil behaviour,Int.J.Numer.Analyt.Meth.Geomech.,1990,14(3):151-190
[1.25]Atkinson,J.H,,Bransby,P.L.,The mechanics of soils,An introduction of critical state soil mechanics,London,McGraw -Hill,1978
[1.26]Z.Bazant Edited,Wiley Series in Numerical Method in Engineering,Mechanics of Geomaterials:Rocks,Concrete,Soils,John Wiley & Sons Ltd,Chichester,1985
[1.27]赵成刚等主编,土力学原理,北京:清华大学出版社&北京交通大学出版社,2004
[1.28]张学言编著,岩土塑性力学基础,天津:天津大学出版社,2004
[1.29]张学言编著,岩土塑性力学,北京:人民交通出版社,1993
[1.30]郑颖人,沈珠江,龚晓南,岩土塑性力学原理.北京:中国建筑工业出版社,2002
[1.31]龚晓南编著,土塑性力学(第二版),杭州:浙江大学出版社,1999
[1.32]李广信主编,高等土力学,北京:清华大学出版社,2004
[1.33]屈智炯,土的塑性力学,成都:成都科技大学出版社,1987
[1.34]Perzyna,Fundamental problems in visco-plasticity.Recent Advances in Applied Mechanics.1966.243-377
[1.35]Oka F,Adachi T,Okano Y.Two-dimensional consolidation analysis using an elasto-viscoplastic constitutive equation.International Journal for Numerical and Analysical Methods in Geomechanics,1986,10(1):1-16
[1.36]Rubin,M.B.and Yarin,A.L.On the relationship between phenomenological models for elastic-viscoplastic metals and polymeric liquids.J.Non-Newtonian Fluid Mech.,1993,50,79-88
[1.37]Nagaraj,T.S.,Pandian N.S.,and Narasimha Raju S.R.,Stress-state permeability relations for overconsolidated soils,Geotechnique,1994,44(2),349-352
[1.38]Duncan,J.M.and Chang,C.T.Nonlinear Analysis of Stresss and Strain in Soils.J.SMFD,ASCE,1970,96,5
[1.39]Kundner,R.L,Hyperbolic stress-strain response:cohesive soils.J.SMFD,ASCE,1963,89(SM l),115-143
[1.40]沈珠江,考虑剪胀性的土和石料的非线性应力应变模式,水利水运科学研究,1986(4):1-4
[1.41]Prevost J H,Keane C M,Shear stress-strain curve generation from simple material parameters,Journal of Geotechnical Engineering,ASCE,1990,116(8):1255-1263
[1.42]Byrne,M and Eldridge,T.L.,A Three Parameter Dilatant Elastic Stress-strain Model for Sand.In:Int.Symon Numerical Models in Geomechics,Zurich,1982:73-79
[1.43]Ramberg,W.,Osgood,W.R.,Description of stress-strain curves by three parameters.Technical Note 902,National Advisory Committee for Aeronautics,Washington,DC.1943
[1.44]Truesdell,C.,Hypo-elasticity.J.Rational Mech.Anal.,1965,4,83-133
[1.45]Wu W.,Bauer E,,Kolymbas D,Hypoplastic constitutive model with critical state for granular materials,Mechanics of Materials:1996,23(1):45-69
[1.46]Kolymbas D,Herle I,Von Wolffersdorff P A,Hypoplastic constitutive equation with internal variables,Int.J.Numer.Analyt.Meth.Geomech.,1995,19(6):415-436
[1.47]Bardet J P,Scaled memory model for cyclic behavior of soils,Journal of Geotechnical Engineering,ASCE,1995,121(11):766-775
[1.48]Pan,W.F,Lee,T.H.and Yeh,W.C.,Endochronic analysis for finite elasto-plastic deformation and application to metal tube under torsion and metal rectangular block under biaxial compression,Int.J.Plast.,1996,12(10),1287-1316
[1.49]Chandler,H.W,plasticity theory without Drucker's postulate for granular materials,J.Mech.Phys.Solids.1985,33,215-226
[1.50]Maier,G.,and Hueckel,T,Nonassociated and coupled flow rules of elastoplastioity for geomechanical media,roc.,9th Int.Conf.Soil Mechanics Foundation Engineering,1977,Tokyo,Specially session 7,Constitutive Relations for Soils,129-142
[1.51]Lade D.V and Duncan J.M.,Elastic-plastic stress-strain theory for cohesionless soil,J.GED,ASCE,1957,101(10),1037-1064
[1.52]Lade,V.,Duncan,J.M,Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces.ASCE,1975,GT Div.101,1019-1035
[1.53]殷宗泽,土体本构模型剖析,岩土工程学报,1996,18(4):95-97
[1.54]殷宗泽,一个土体的双屈服面应力.应变模型.岩土工程学报,1988,(4):64-71
[1.55]沈珠江,结构性粘土的弹塑性损伤模型,沈珠江土力学论文选集,2005,415
[1.56]郑颖人,孔亮,塑性力学的分量理论-广义塑性力学,岩士工程学报,2000,22(3),269-274
[1.57]黄文熙,土的弹塑性应力-应变理论,清华大学学报,1979,19(1),1-26.
[1.58]李广信,土的三维本构关系探讨和模型验证,清华大学博士论文,1985
[1.59]郭瑞平,李广信,以塑性功函数为硬化参数的土的弹塑性模型,清华大学学报,2000,5.125-127
[1.60]俞茂宏,何丽南,宋凌宇,双剪应力强度理论及其推广,中国科学A辑,1985,12:1113-1120
[1.61]姚仰平,路德春,周安楠,邹博,广义非线性强度理论及其变换应力空间,中国科学E,2004,34(11):1283-1299
[1.62]Matsuoka,H.,Stress-strain relationships of sands based on the mobilized plane,Soils &Foundations,1974,14(2):45 -61
[1.63]郑颖人,孔亮,再谈广义塑性力学,岩土工程学报,2006,28(1),118-121
[1.64]郑颖人,岩土塑性力学的新进展-广义塑性力学.岩土工程学报,2003,25(1),1-10
[1.65]胡亚元,关于率无关塑性力学和广义塑件力学的评述,岩土工程学报,2005,27(1),128-131
[1.66]刘元雪,岩土本构理论的几个基本问题研究,岩土工程学报,2001,23(1),45-48
[1.67]章根德,土的本构关系及其工程应用,北京:科学出版社,1995
[1.68]沈珠江,岩土本构模型研究的进展.岩土力学,1990,10(2):3-12
[1.69]Lade V.,Duncan J M.Cubical triaxial tests on cohesionless soil,Journal of the soil mechanics and foundations divisinn,ASCE,1972,SM(10):793-812
[1.70]Lade,V.and Kim,M.K.,Single hardening constitutive model for frictional materials- Yield criterion and plastic work contours.Computer and Geotechnics,1988a,6,13-29
[1.71]任放,盛谦等,岩土类工程材料的蛋形屈服函数,岩土工程学报,1993,4,33-39
[1.72]沈珠江,几种屈服函数的比较,岩土力学,1993,(1):41-50
[1.73]沈珠江,土的弹塑性应力-应变关系的合理形式.岩土工程学报,1980,2(2),11-19
[1.74]沈珠江,土的三重屈服面应力应变模式,固体力学学报,1984.(2):163-174
[1.75]Desai CS.Mechanics of Materials and Interfaces:the Disturbed State Concept,CRC Press,Boca Raton.2001
[1.76]Katti D R,Desai C S,Modeling and testing of cohesive soil using disturbed-state concept,Journal of Engineering Mechanics,ASCE,1995,121(5):648-658
[1.77]Iwan W D.On a class of models for the yielding behavior of continuous and composite system,Journal of Applied Mechanics,ASME,1967,34(E3):612-617
[1.78]Mroz Z,Zienkiewicz O C,Uniform formulation of constitutive equations for clays and sands,Mechanics of Engineering Materials,edited by C.S.Desai and R.H.Gallagher,John Wiley & Sons Ltd.,1984
[1.79]Dafalias Y F,Bounding surface plasticity-mathematical foundation and hypoplasticity,Journal of Engineering Mechanics,ASCE,1986,112(9):966-987
[1.80]Dafalias Y F,Popov E P,A model of nonlinearly hardening materials for complex loading,Acta Mechanica,1975,21(3):173-192
[1.81]Wang Z L,Dafalias Y F,Shen C K,Bounding surface hypoplasticity model for sand,Journal of Engineering Mechanics,ASCE,1990,116(5):983-1001
[1.82]Bardet J P,Bounding surface plasticity model for sands,Journal of Engineering Mechanics,ASCE,1986,112(11),1198-1217
[1.83]Li T,Meissner H,Two-surface plasticity model for cyclic undrained behavior of clays.Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2002,128(7):613-626
[1.84]Hashiguchi K,Two-and three-surface models of plasticity,Proceedings of The Fifth International Conference on Numerical Methods in Gcomechanics,Nagoya,1985:285-292
[1.85]Borja,R.I.,Tamagnini,C.,Amorosi,A..Coupling plasticity and energy-conserving elasticity models for clays.J.Geotech.Geoenviron.Eng.,1997,123(10),948-957.
[1.86]Love,A.E.H,A treatise on the mathematical theory of elasticity,Cambridge Univ.,4th Ed.,Cambridge,1927
[1.87]Ishikawa,H.,Constitutive model of plasticity in finite deformation,Int.J.Plast.,1999,15,299-317.
[1.88]Aifantis,E.C.,The physics of plastic deformation,Int.J.Plast.,1987,3,211-247
[1.89]Simo,J.C.,Ortiz,M.A unified approach to finite deformation elastoplastic analysis based on the use of hyperelasitic constitutive equations.Computer Methods in Applied Mechanics and Engineering,1985,49,210-245
[1.90]Bardet,J.,Hypoplastic model for sands,Journal of engineering mechanics,ASCE,1990,116,1198-1217
[1.91]Bruhns,O.T.,Xiao,H.,Meyers,A.Large-strain response of isotropic-hardening elastoplasticity with logarithmic rate:Swift effect in torsion.Arch.Appl.Mech.,2001,71,389-404.
[1.92]Xiao,H.,Bruhns,O.T.,Meyers,A.Large-strain response of elastic-perfect plasticity and kinematics hardening plasticity with logarithmic rate:Swift effect in torsion.Int.J.Plast.,2001,17,211-235
[1.93]Naghdi,M.,A critical review of the state of finite plasticity,J.Appl.Math.Phys.(ZAMP),1990,41,315-394
[1.94]Lee,E.H.,Elastic-plastic deformation at finite strains,Journal of Applied Mechanics,1969,36,1-6.
[1.95]黄筑平,段祝平,有限弹塑性变形中应变及应变率的分解,力学进展,1990,20(1),24.39.
[1.96]Hill,R.Aspects of invariance in solids mechanics.Advances in Applied Mechanics,1978,18, 1-75.
[1.97]黄文熙,土的工程性质,北京:水利电力出版社,1988
[1.98]龚晓南,粘土结构性对其力学性质的影响及其形成原因分析,水利学报,2000,10(1):43-47
[1.99]沈珠江,土体结构性的数学模拟.21世纪土力学的核心问题,岩土工程学报,1996,18(1):95-97.
[1.100]张诚厚,两种结构性粘土的土工性质,水利水运科学研究,1983,(4):65-70
[1.101]沈珠江,软土的工程特性和软土地基设计,岩土工程学报,1998,20(1),100-111
[1.102]姜宏伟,软土的各向异性弹塑性/弹粘塑性本构关系理论及其应用研究,上海同济大学博士论文,1995
[1.103]孙红,赵锡宏,软土的弹塑性各向异性损伤分析,岩土力学,1999,20(3):7-12
[1.104]沈珠江,黄土的损伤力学模型探索,中国土木工程学会第七届土力学及基础工程学术会议论文集,北京:中国建筑工业出版社,1994
[1.105]谢定义,齐吉琳,土结构性及其定量化参数研究的新途径,岩土工程学报,1999,21(6):651-656
[1.106]齐吉琳,土结构性的研究方法及现状,西北地震学报.2001,23(4),99-103.
[1.107]胡瑞林,李向全,官国琳等,土体微结构力学.概念·观点·核心,地球学报.1999,20(2]:150-156
[1.108]Terzaghi K,Principles of soil mechanics,Eng.Naws Record,Dec,17,1925
[1.109]Terzaghi K,Theoretical soil mechanics.1943,地质出版社,1960
[1.110]Casagrande,A.,The structure of clay and its importance in foundation engineering,J.Boston Soc.Civ.Engrs.1932,19(4):168-209
[1.111]B 奥西波夫.粘土类土和岩石的强度与变形性能的本质,北京:地质出版社,1985
[1.112]Mitchell,J.K.Fundamentals of soil behavior,New York,Wiley,1976
[1.113]Yong R N,Nagaraj T S.Investigation of fabric and Compressibility of a sensitive clay.Proc.International symposium on soft clay,Asia Insitute of Technology,bankok,1977:327-333
[1.114]Tovey N K.A digital computer technique for orientation analysis of micrograhs soil fabric.Jo Microscopy.1990.120:303-315
[1.115]Chandlar,R.J.and Apted,J.,The effect of weathering on the strength of London clay.Q.J.Engng Geol,1988,21,59- 68
[1.116]高国瑞,近代土质学,南京:东南大学出版社,1990
[1.117]吴义祥,工程粘性土微观结构的定量研究,北京,中国地质科学院博士学位论文,1988
[1.118]胡瑞林,李向全等,粘土微结构定量模型及其工程地质特征研究,北京,地质出版社,1995
[1.119]胡瑞林,王思敬,李向全等,21世纪工程地质学生长点:土体微结构力学,水文地质工程地质,1999,(4):58
[1.120]施斌,李生林,Tokachev M,粘性土微观结构 SEM 图像定量研究.中国科学,1995.A 辑,25(6):666-672
[1.121]施斌,粘性土微观结构研究回顾与展望,工程地质学报,1996,4(1):39-43
[1.122]Tyler S W,Wheatcraft S W.Fractal scaling of soil particle-size distribution analysis and limitations.Soil Soc Am J,1992,56:362-369
[1.123]刘松玉,方磊,试论粘性土拉度分布的分形结构,工程勘察,1992,2:1-4
[1.124]谭罗荣,土的微观结构研究概况和发展,岩土力学,1983,4(1),73-85
[1.125]谭罗荣.某些膨胀土的基本性质研究,岩土工程学报,1987,5:73-85
[1.126]苗天德,王正贵,考虑微结构失稳的湿陷性和黄土变形机理,中国科学(B),1990,(1):86-96
[1.127]高国瑞,黄土显微结构分类与湿陷性,中国科学,1980,12:1203-1208
[1.128]王永炎,腾志宏.黄土与第四纪地质,西安:陕西人民出版社,1982
[1.129]胡瑞林,官国琳,李向东等,黄土压缩变形的微结构效应,水文地质工程地质,1998,(3):30-35
[1.130]刘祖典,董思远,黄土湿陷变形的塑性特性和本构关系非饱和土理论和实践学术研讨会文集,土力学及基础工程学会,1992
[1.131]邵生俊,龙吉勇,杨生等,湿陷性黄土结构性变形特性分析,岩土力学,2006,27,10,1668-1672
[1.132]邵生俊,周飞飞,龙吉勇,原状黄土结构性及其定量化参数研究,岩土工程学报.2004,26(4):532-536
[1.133]施斌,李生林,击实膨胀土微结构与工程特性的关系,岩土工程学报,1988,10(6):80-87.
[1.134]施斌,王宝军,宁文务,各向异性粘性土蠕变的微观力学模型,岩土工程学报,1997,19(3):7-13
[1.135]杨更社,谢定义,张长庆等,岩体损伤特性 CT 识别,岩石力学与工程学报,1996,17(1):48-54
[1.136]杨更社,谢定义,张长庆等,岩石损伤单轴受力状态本构关系的 CT 识别,岩土力学,1997,10(2):29-32
[1.137]葛修润,任建喜,蒲毅彬,马巍,孙红,岩土损伤力学宏细观试验研究,北京:科学出版社,2004
[1.138]蒲毅彬,陈万业,廖全荣等,陇东黄土湿陷过程 CT 结构变化研究,2000,22(1):49-54
[1.139]蒋明镜,结构性粘土的本构模型和土体逐渐破损分析,南京水利科学研究院博士论文,1996.5
[1.140]齐吉琳,土的结构性及其定量化参数的研究,西安理工大学博士论文,1999.1
[1.141]胡再强,黄土结构性模型及黄土渠道的浸水变形试验与数值分析,西安理工大学博士论文,2000.11
[1.142]陈铁林,结构性粘土本构模型与参数测定研究,南京水利科学研究院博士论文,2001.6
[1.143]G.T.Houlsby,R.S.Sharma,A conceptual model for the yielding and consolidation of clays,Geotechnique,1999,49(4),491-501
[1.144]Fleck,N.A.,On the cold compaction of powders.J.Mech.Phys.Solids,1995,43(9),1409-1431
[1.145]Green,A.P,The plastic yielding of metal junctions due to combined shear and pressure,J.Mech.Phys.1954 Spo;ds2/197-211
[1.146]Rowe,P.W,The stress dilatancy relation for static equilibrium of an assembly of particles in contact,Proc.Royal Society,London,Series A,1962,10(1):500-527
[1.147]Kabilamany K,Ishihara K.Cyclic behaviour of sand by the multiple shear mechanism model,Soil dynamics and Earthquake Engineering,1991,10(2):24 -83
[1.148]Iai S,Matsunaga Y,Kamcoka T,Strain space plasticity model for cyclic mobility,Softs and Foundations,1992,32(2):1-15
[1.149]S.Levoueil and R.Vaughan,The general and congruent effects of structure in natural soil and weak rock,Geotechnique,1990,40.3,467-488
[1.150]Bejrrum L.,Engineering geology of Norwegian normally-consolidated metric clays as related to settlements of buildings.Geotechnique,1967,17:81-118
[1.151]Mitchell,J.K,On the yielding and mechanical strength of Leda clays.Can.Geotech.J.,1970,7(3),297-312
[1.152]Smith,P.R.,Jardine,R.J.,Hight,D.W.,The yielding of Bothkennar clay.Geotechnique 1992,42(2),257-274
[1.153]Sangrey,D.A.,Naturally cemented sensitive soils,Geoteehinque,1972,22,1,139-152
[1.154]Hueckel,T.,Tutumluer,E.,and Pellegrini,R.,A note on nonlinear elasticity of isotropic overconsolidated clays.Int.J.Numer.Analyt.Meth.Geomech.,1992,16,603-618.
[1.155]R.C.Joshi,An approximate method for estimating the consolidation behavior of soft sensitive clays.Geotechnical Testing Journal,1994,17(1),55-56
[1.156]Nagaraj,T.S.,Srinivasa.M,B.R.Catsala,A.,et.al.,Analysis of compressibility of sensitive soils,ASCE,Journal of Geotechnical Engineering,1990,6,(1),105-118
[1.157]Nagaraj,TS.,Srinivasa M B.R.,and Vatsala A.,Prediction of soil behariours,Part III-Cemented saturated soils.Indian Geotechnical Journal,1991,21(2),169-186
[1.158]Butterfield,R.A natural compression law for soils.Geotechnique,1979,29(4),469-480.
[1.159]Graham,J,Noonan,M.L.and Lew,K.V.,Yield states and stress-strain relationship in a natural plastic clay,Can.Geotech.J.,1983b,20(3),502-516
[1.160]M.Rouainia & D.M.Wood,A Kinematic hardening constitutive model for natural clays with loss of structure,Geotechnique,2000,50(2),153-164
[1.161]M.Kavvadas & A.Amorosi.,A constitutive model for structured soils,Geotechnique,2000,50(3),263-273
[1.162]Fusao Oka,,S.Leroueil,F.Tauenas,A Constitutive Model for Natural Soft Clay with Softening,Proc.JSCE,1989,29(3),54-66
[1.163]M.D.Liu & J.P.Carter.Virgin compression of structured soils.Geotechnique,1999,49(1),43 -57
[1.164]沈珠江,结构性粘土的非线性损伤力学模型,沈珠江土力学论文选集,2005,416
[1.165]沈珠江,结构性粘土的堆砌体模型,岩土力学,2000,21(1):1-4
[1.166]兑关锁,沈珠江,土体损伤本构模型理论分析,第八届土力学及岩土工程学术会议论文集。万国学术出版社,1999
[1.167]吕海波,赵艳林,孔令伟,汪稔,利用压汞试验确定软土结构性损伤模型参数,岩石力学与工程学报,2005,24(5),854-858
[1.168]赵锡宏,孙红,罗冠威,损伤土力学,上海:同济大学出版社.2000
[1.169]李国琛,M.耶纳:塑性大应变微结构力学,科学出版社,北京,1998
[1.170]余天庆,钱济成:损伤理论及其应用,国防工业出版社,北京:1993
[1.171]Martin,J.B.,and Nappi,A..An internal variable formulation for perfectly plastic and linear hardening relations in plasticity.Eur.J.Mech.A Solids,1990,9(2),107-131
[1.172]Truesdell,C.,Rational Thermodynamics.McGraw-Hill,New York.1969
[1.173]Kestin,J.,Rice,J.R.,Paradoxes in the application of thermodynamics to strained solids.In:Stuart,E.B.,Gal_or,B.,Brainard,(Eds.),A Critical Review of Thermodynamics.Mono Book,Baltimore,1970.275-298.
[1.174]Ziegler,H.,An Introduction to Thermomechanics.North Holland,Amsterdam,1977.(2nd edition,1983)
[1.175]Lubliner,J.,On the thermodynamic foundation of non-linear solid mechanics.Int.J.Non-Linear Mech,1972.7,237
[1.176]Lubliner,J.,Plasticity theory,Macmillan publishing company,New York,1990
[1.177]Maugin,G.A.The thermomechanics of plasticity and fracture,Cambridge Univ.,Cambridge,England,1992
[1.178].Puzrin,A.M.,Houlsby,G.T,On the non-intersection dflernma in multi-surface plasticity.Geotechnique 2001c,51(4),369-372
[1.179]Houlsby,G.T.,A study of plasticity theories and their applicability to soils.Ph.D.Thesis,University of Cambridge.1981
[1.180]Collins,I.F.,Houlsby,G.T.,Application of thermomechanical principles to the modeling of geomatefials.Proc.R.Soc.LondonSer.A.1997,45(3),1975-2001
[1.181]Houlsby,G.T.,Puzrin,A.M.,A thermomechanical framework for constitutive models for rate-independent dissipative materials.Int.J.Plast.2000,16(9),1017-1047
[1.182]GT.Houlsby,A.M.Puzrin,A thermomechanical framework for constitutive model for rate-independent dissipative materials,Int.J.Plast 2000,16(9),1017-1047
[1.183]A.M.Puzrin,G.T.Houlsby,,A thermomechanical framework for rate-independent dissipative materials with internal functions.,Int.J.Plast,2001a.,17,1147-1165
[1.184]A.M.Puzrin,G.T.Houlsby,Fundamentals of kinematic hardening hyperplasticity,Int.J.Solids Struct.,2001b,38,3771-3794
[1.185]Hill,R.,Rice,J.R.Elastic potential and the structure of inelastic constitutive laws.SIAM J.Appl.Math,1985,25(3),448-461.
[1.186]Naylor D J.Stress- strain Law for Soils.In development in Soil Mechanics,C R Scott.edited,1978
[1.187]Guo X,Zhao C.G,A thermomechanical damage framework for Constitutive models for rate-independent dissipative Geomaterials(part I ),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,2007,Advanced Technovation Limited,509 -515
[1.188]Guo X,Zhao C.G,Dual-surface damage model for natural clays within the thermomechanical framework(part II),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,2007,Advanced Technovation Limited,516-522
[1.189]赵成刚,张雪东,郭璇,土的本构方程与热力学,力学进展,2006,35(4)
[2.1]葛修润,任建喜,蒲毅彬,马巍,孙红,岩土损伤力学宏细观试验研究,北京:科学出版社,2004
[2.2]Lemaitre,J.L.,Chaboche,J.L,Mechanics of solid materials.Cambridge:Cambridge University Press,1990
[2.3]Cuccovillo T,Coop MR.Yielding and pre-failure deformation of structured sands.Geotechnique 1997,47(3):491-508
[2.4]胡瑞林,官国琳,李向东等,黄土压缩变形的微结构效应,水文地质工程地质,1998,(3):30-35
[2.5]胡瑞林等,粘性土微结构定量模型及其工程地质特征研究,北京地质出版社,1995
[2.6]黄文熙,土的工程性质,北京:水利电力出版社,1988
[2.7]Cecconi M,Viggiani GMB.Structural features and mechanical behaviour of a pyroclastic weak rock.Int.J.Numer.Anal.Meth.Geomech.,2001,25(15):1525-1557
[2.8]赵锡宏,孙红,罗冠威.损伤土力学,上海:同济大学出版社,2000
[2.9]孙红,各向异性损伤模型及其在土力学中的应用,上海同济大学博士论文,1999
[2.10]袁中夏,王兰民,邓津,电镜图像在黄土结构性研究中应用的几个问题,西北地震学报,2005,27(2),115-121
[2.11]邵生俊,龙吉勇,杨生,骆亚生,湿陷性黄土结构性变形特性分析,岩土力学,2006,27,(10)1668-1672
[2.12]洪振舜,刘松玉,于小军,关于结构土屈服破坏的探讨,岩土力学,2004,25(5),684-687
[2.13]蔡羽,孔令伟,郭爱国,剪应变率对湛江强结构性黏土力学性状的影响,岩土力学2006,.27(8)1235-1240
[2.14]吕海波,琼州海峡软土结构性的工程效应及损伤模型研究,中国科学院武汉岩土力学研究所博士学位论文,2002.6
[2.15]骆亚生,谢定义,邵生俊,张爱军,非饱和黄土的结构变化特性,西北农林科技大学学报,2004,32(8),114-1 18
[2.16]沈珠江,软土工程特性和软土地基设计,岩土工程学报,1998,20(1):100-111
[2.17]M.D.Liu and J.Carter,On the volumetric deformation of reconstituted soils,Int.J.Numer.Anal.Meth.Geomech.,2000,24,101-133
[2.18]M.D.Liu,J.Carter,C.S.Desai and K.J.Xu,Analysis of the compression of structured soils using the disturbed state concept,Int.J.Numer.Anal.Meth.Geomech.,2000,24:723-735
[2.19]Burland JB.On the compressibility and shear strength of natural soils,Geotechnique 1990,40(3):329-378
[2.20]Mitchell JK.Practical problems from surprising soil behaviour.Journal of Geotechnical Engineering,ASCE 1986,112(3):257-289
[2.21]Leroueil S,Vaughan PR.The general and congruent effects of structure in natural soils and weak rocks.Geotechnique,1990,40(3):467-488
[2.22]Wood DM.Soil Behaviour and Critical State Soil Mechanics.Cambridge University Press:Cambridge,1990
[2.23]Desai CS.Constitutive modelling using the disturbed state as microstmcture self-adjustment concept.In Continuum Models for Materials with Microstructure,Muhlhaus(ed.) 1995,239-296
[2.24]Desai CS.Mechanics of Materials and Interfaces:the Disturbed State Concept,CRC Press,Boca Raton,2001
[2.25]Desai CS,Toth J.Disturbed state constitutive modelling based on stress-strain and non-destructive behaviour,International Journal of Solids and Structures,1996,33(11),1619-1650
[2.26]Liu MD,Carter J Virgin compression of structured soils.Geotechnique,1999,49(1),43-57
[2.27]Maccarini M.,Laboratory investigations on artificial soil Ph.D.thesis,University of London,1987
[2.28]Terzaghi K.Fifty years of subsoil exploration.Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Engineering,1953,227-274
[2.29]Smith PR,Jardine RJ,Hight DW.On the yielding of Bothkennar clay.Geotechnique 1992,42(2):257-274
[2.30]Murakami Y.Excess pore-water pressure and preconsolidation effect development in normally consolidated clays of some age.Soil and Foundation,1979,19(4):17-29
[2.31]Graham J,Li CC.Comparison of natural and remoulded plastic clay.Journal of Geotechnical Engineering,ASCE 1985,111(7):865-881
[2.32]Quigley RM,Thompson CD.The fabric of anisotropic consolidated sensitive marine clay.Canadian Geotechnical Journal,3:61-73
[2.33]Wang N,Wei R.Evaluation of sample quality of soft clay.Proceedings of the Second International Conference on Soft Soil Engineering,Nanjing,1996,120-125
[2.34]尤昌龙,饱和砂土稳态强度及其液化,北京交通大学博士学位论文,2003
[2.35]杨振茂,饱和黄土液化与稳态强度,北京交通大学博士学位论文,2003
[2.36]李亮,流体饱和两相多孔介质动力反应计算分析,北京交通大学博士学位论文,2004
[2.37]贾其军,考虑土体级配影响的非饱和土强度理论及其应用,北京交通大学博士学位论文,2004
[2.38]中华人民共和国水利部主编,中华人民共和国国家标准,土工试验方法标准(GB/T 50123-1999),北京:中国计划出版社,1999
[2.39]杨熙章编著,土工试验与原理,上海:同济大学出版社,1992
[2.40]余寿文,冯西桥,损伤力学,北京:清华大学出版社,1997
[2.41]黄文熙,土的弹塑性应力-应变理论,清华大学学报,1979,19(1),1-26.
[2.42]L,Szabo,M,Balla,Comparison of some stress rates,Int.J.Solids and Struct.,25 3,1989,p279-297
[2.43]雷华阳,海积软土结构性模型的试验研究及其在基坑开挖工程中的应用,长春,吉林大学博士论文,2000
[2.44]刘祖典,董思远.黄土湿陷变形的塑性特性和本构关系,非饱和土理论和实践学术研讨会文集,土力学及基础工程学会,1992
[2.45]Diamond S.Pore-size distribution in clays.Clays and clay minerals,1970,18:7-23
[2.46]Grffith F J,Johsi R C,Change in pore size distribution due to consolidation of clays,Gcotechnique,1989,39(3):159-167
[2.47]Grifith F J,Johsi R C,Change in pore size distribution owing to secondary consolidation of clays.Canadian Geotechnical Journal,1991,28(1).20-24
[2.48]彭承光,李运贵,李子权,王业新编著,建筑场地岩土工程勘察基础,北京:地震出版社,1995
[2.49]孙福,魏道垛主编,岩土工程勘察设计与施工,北京:地质出版社,1998
[2.50]张苏民.黄土湿陷性的基本属性[A].中国工程建设标准化协会湿陷性黄土委员会全国黄土学术会议论文集[C].北京:中国建筑工业出版社,2001
[2.51]Roscoe K H,Schofield M.A.and Thurairajah A.,Yield of clays in states wetter than critical,Geotechnique,1963,13(3):211-240
[2.52]Per Holmsen,Landslip in Norwegian quick-clays.Geotechnique,1952-1953,3:187-194
[3.1]Lubliner,J.,On the thermodynamic foundation of non-linear solid mechanics.Int.J.Non-Linear Mech.1972
[3.2]Lubliner,J.,Plasticity theory,Macmillan publishing company,New York,1990
[3.3]Maugin,G.A,The thermomechanics of plasticity and fracture.Cambridge:Cambridge University Press,1992
[3.4]Maugin,G.A,The thermomechanics of nonlinear irreversible behaviors.Singapore:World Scientific Press.1999
[3.5]Trusdell C.A.,Rational thermodynmics,2~(nd) enlarged edition.Springer-verlag,New York,1984
[3.6]Lemaitre,J.L.,Chabocbe,J.L..Mechanics of solid materials.Cambridge:Cambridge University Press,1990
[3.7]Roscoe K.H,Burland JB.On the generalized stress-strain behaviour of 'wet' clay.In Engineering Plasticity,Heyman J(ed.),Cambridge University Press,Cambridge,1968,535-609
[3.8]Chandler,H.W,plasticity theory without Drucker's postulate for granular materials,J.Mech.Phys.Solids.1985,33,215-226
[3.9]Chandler,H.W.,Homogeneous and localised deformation in granular materials:a mechanistic model,1990,28,8,719-734
[3.10]Davis,R.O.,Selvadurai,A.S.,Plasticity and Geomechanics,Cambridge University Press:Cambridge,2002
[3.11]Burland,J.B.,Small is beautiful-- the stiffness of soil at small strains.Ninth Laurits Bjerrum Memorial Lecture.Can.Geotech.1989,J.16(4),499-516
[3.12]Reddy,B.D.,Martin,J.B.,Internal variable formulations of problems in elstoplasticity constitutive and algorithmic aspects.Applied Mechanics Reviews,1994,47:429-456
[3.13]Been,K.,Jefferies,M.G.,Hachey,J.,.The critical state of sands.Geotechnique,1991.41(3),365-381
[3.14]Mroz Z,Zienkiewicz O C,Uniform formulation of constitutive equations for clays and sands,Mechanics of Engineering Materials,edited by C.S.Desai and R.H.Gallagher,John Wiley &Sons Ltd.,1984
[3.15]Prevost J H,Plasticity theory for soil stress-strain behavior,Journal of the Engineering Mechanics Division,ASCE,1978,104(EM5):1177-1194
[3.16]Prevost J H,A simple plasticity theory for frictional cobesionless soils,Soil Dynamics and Earthquake Engineering,1985,4(1):9-17
[3.17]Kabilamany K,Ishihara K,Cyclic behaviour of sand by the multiple shear mechanism model,Soil Dynamics and Earthquake Engineering,1991,10(2):74-83
[3.18]Prevost J H,Keane C M,Multimechanism elasto-plastic model for soils,Journal of Engineering Mechanics,ASCE,1990,116(9):1924-1944
[3.19]Zienkiewicz,O.C.,Computational geomechanics with special reference to earthquake engineering,John Wiley & Sons Ltd.1999
[3.20]Zienkiewicz,O.C.,Taylor R.L.,The finite element method-Volume 2 Solid and fluid mechanics,Dynamic and non-linearity(4~(th) edn),McGraw-Hill book company,London,1991
[3.21]K.L.Lee and H.B.Seed,Drained strength characteristics of sands,Proc.ASCE,Soil Mechanics and Foundations Division,1967,93(6),117-141
[3.22]H.S.Yu,State parameter from self-boring pressuremeter tests in sand,J.Geotech.Engng.ASCE,1994,120(12),2118-2135
[3.23]Cotecchia F,Chandler R J.,A general framework for the mechanical behaviour of clays,Geotechnique,2000,50(4):431-447
[3.24]Ziegler,H.,An introduction to thermomechanics(2~(nd) edn),North Holland,:Amsterdam,1983
[3.25]Ziegler,H.Wehrli,C.The derivation of constitutive.relations from the free energy and the dissipation function.Advances in applied mechanics,1987,25,183-238
[3.26]Houlsby,G.T.,A study of plasticity theories and their applicability to soils,Ph.D.Thesis,University of Cambridge,1981
[3.27]Guo X,Zhao C.G,A thermomechanical damage framework for Constitutive models for rate-independent dissipative Geomaterials(part I ),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,January 2007,Advanced Technovation Limited,509 -515
[3.28]Guo X,Zhao C.G,Dual-surface damage model for natural clays within the thermomechanical framework(part II),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,January 2007,Advanced Technovation Limited,516-522
[3.29]Li X,Li X.S,characterization of microstructure of granular material,Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,2007,Advanced Technovation Limited,130-144.
[3.30]Houlsby,G,T.,Puzrin,A.M.,A thermomechanical framework for constitutive models for rate-independent dissipative materials,International Journal of Plasticity,2000,16,1017-1047
[3.31]Houlsby,G,T.,Puzrin,A.M.Rate-dependent plasticity models derived from potential functions,Journal of Rheology,2001,46,113-126
[3.32]Houlsby,G.T.,Amorosi,A.and Rojas,E.,Elastic module of soils dependent on pressure:a hyperelastic formulation,Geotechnique,2005.5,383-392
[3.33]Puzrin,A.M.,Houlsby,G,T.Fundamentals of kinematic hardening hyper plasticity,Int.J.Solids and Structures,.(2001b)38,3771-3794
[3.34]Puzrin,A.M.,Houlsby,G.T.,On the non-intersection dilemma in multi-surface plasticity.Geotechnique 2001c.51(4),369-372
[3.35]Puzrin,A.M.,Houlsby,G,T.A thermomechanical framework for rate-independent dissipative materials with internal functions,Int.J.Plasticity,(2001a).17,1147-1165
[3.36]Puzrin A.M.,Houlsby G.T.Fundamentals of kinematic hardening hyper plasticity.Int.J.Solids and Structures,2001,38:3771-3794
[3.37]Puzrin,A.M.,Houlsby,G,T.Rate-dependent hyperplasticity with internal functions,ASCE,Engineering Mechanics Div.,2003,29,3,252-263
[3.38]Collins,I.F,Houlsby,G.T.,Application of thermomechanical principles to the modeling of geomaterials.Proc.R.Soc.London Ser.1997,A 453,1975-2001
[3.39]Collins,I.F.,Kelly,A.,A thermomechanicalanalysis of a family of soil models,Geotechnique,2002,7,507-518
[3.40]Collins,I.F.& Hilder,T,A theoretical framework for constructing elastic/plastic constitutive models of triaxial tests,International journal for numerical analytical methods in Geomechanics,2002,26.1313-1347
[3.41]Collins,I.F.,Associated and Non- Associated Aspects of the constitutive laws for coupled Elastic/Plastic Materials,The international journal of geomechanics,2002.2.259-267
[3.42]Collins,I.E & B.Muhunthan.On the relationship between stress-dilatancy,and plastic dissipation for granular materials,Geotechnique,2003.7,611-618
[3.43]Collins,I.F.,The concept of stored plastic work for frozen elastic energy in soil mechanics,Geoteclmique,2005.5,373-382
[3.44]Collins,I.F.,On the mechanics of state parameter models for sands,in:G.Beer,J.R.Booker and J.Carter(eds.),Computer Methods and Advances in Geomechanics,Balkema,1,1991,593-599
[3.45]Collins,I.F.,Pender,M.J.and Wan,Y.,Cavity expansion in sands under drained loading conditions,Int.J.Numer.Anal.Meth.Geomech.,1992,16(1),3-23
[3.46]赵锡宏,孙红,罗冠威,损伤土力学,上海:同济大学出版社,2000
[3.47]J.Lemaitre,损伤力学教程,倪金刚,陶春虎译,北京:科学出版社,1996
[3.48]王竹溪,热力学(第二版)北京:北京大学出版社,2005
[3.49]余天庆,钱济成,损伤理论及其应用,北京:国防工业出版社,1993
[3.50]李国琛,耶纳.M,塑性大应变微结构力学,北京:科学出版社,1993
[3.51]葛修润,任建喜,蒲毅彬,马巍,孙红,岩土损伤力学宏细观试验研究,北京:科学出版社,2004
[4.1]Burland,J.B,On the compressibility and shear strength of natural clays.Gcotechinque,1990,40(3):329-378
[4.2]Schofield,A.N.,and Wroth,C.Critical state soil mechanics,McGraw-Hill,London,UK.1968
[4.3]Pastor M,Zienkiewicz O C,Chan A H C,Generalized plasticity and the modelling of soil behaviour,Int.J.Numer.Analyt.Meth.Geomech.,1990.14(3):151-190
[4.4]Nakai.T,Hinikio.M.A simple elastoplastic model or normally and over consolidated soils with unified material parameters,Soils and foundation,2004,44(2):53-70.
[4.5]Hardin,B.O.,Crushing of soil particles,Journal of Geotechnical Engineering,ASCE,1985,111(10):1177-1192.
[4.6]Kimoto.S,Oka.F.A elasto-viscoplastic model for clay considering destructuralization and consolidation analysis of unstable behavior,2005,45(2):29-42.
[4.7]Iwan W D.On a class of models for the yielding behavior of continuous and composite system,Journal of Applied Mechanics,ASME,1967,34(E3):612-617
[4.8]Meimon Y,Tan C H,A new double hardening model for soils under cyclic loading,Numerical Models in Geomechanics,edited by S.Pietruszczak and G N.Pande,Elsevier Science Publishers Ltd,1989:28-35
[4.9]Poorooshasb H B,Pietruszczak S.On yielding and flow of sand,a generalized two-surface model,Computers and Geotechnics,1985,1(1):33-58
[4.10]Manzari M T,Dafalias Y F,A critical state two-surface plasticity model for sands,Geotechnique,1997:47(2):255-272
[4.11]Li T,Meissner H,Two-surface plasticity model for cyclic undrained behavior of clays,Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2002,128(7):613-626
[4.12]Hashiguchi K,Two- and three-surface models of plasticity,Proceedings of The Fifth International Conference on Numerical Methods in Geomechanics,Nagoya,1985:285-292
[4.13]Krieg R D,A practical two surface plasticity theory,Journal of Applied Mechanics,ASME,1975,42(3):641-646
[4.14]Aubry D,Hujeux J C,Lassoudiere F,Meimon Y,A double memory model with multiple mechanisms for cyclic soil behaviour,Proceedings of The International Symposium on Numerical Models in Geomechanics,Zurich,1982:3-13
[4.15]Prevost J H,Keane C M,Multimechanism elasto-plastic model for soils,Journal of Engineering Mechanics,ASCE,1990,116(9):1924-1944
[4.16]Manzari M T,Dafalias Y F,A critical state two-surface plasticity model for sands,Geotechnique,1997,47(2):255-272
[4.17]Prevost J H,Keane C M,Multimechanism elasto-plastic model for soils,Journal of Engineering Mechanics,ASCE,1990,116(9):1924-1944
[4.18]赵成刚等主编,土力学原理,北京:清华大学出版社&北京交通大学出版社,2004
[4.19]龚晓南编著,土塑性力学(第二版)杭州:浙江大学出版社,1999
[4.20]Hashiguchi K,Subloading surface model in unconventional plasticity,International Journal of Solids and Structures,1989,25(8):917-945
[4.21]Asaoka A,Nakano M,Noda T,Superloading yield surface concept for highly structured soil behavior,Soils and Foundations,2000,40(2):99-109
[4.22]Lubliner J.,On the thermodynamic foundation of non-linear solid mechanics,International Journal of Non-Linear Mechanics,1972,7:237-254
[4.23]Chandler H.W,Homogeneous and localized deformation in granular materials:a mechanistic model.Int.J.Engng.Sci.1990,28(8):719-734
[4.24]Houlsby,G,T.,Puzrin,A.M.,A thermomechanical framework for constitutive models for rate-independent dissipative materials,International Journal of Plasticity,2000,16,1017-1047
[4.25]Collins,I.F.,Kelly,A.A thermomechanical analysis of a family of soil models.Geotechnique 2002,7:507-518
[4.26]Baudet,B,Stallebrass,S.A constitutive model for structured clays,Geotechnique 2004,54(4):269-278
[4.27]Kavvadas,M,Amorosi,A.A constitutive model for structured soils,Geotechnique 2000,50(3):263-273
[4.28]Bardet J Bounding surface plasticity model for sands,Journal of Engineering Mechanics,ASCE,1986,112(11):1198-1217
[4.29]Kolymbas D,Herle I,Von Wolffersdorff P A,Hypoplastic constitutive equation with internal variables,Int.J.Numer.Analyt.Meth.Geomech.,1995,19(6):415-436
[4.30]Guo X,Zhao C.G,A thermomechanical damage framework for Constitutive models for rate-independent dissipative Geomaterials(part I ),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong, 2007,Advanced Technovation Limited,509 -515
[4.31]Guo X,Zhao C.G,Dual-surface damage model for natural clays within the thermomechanical framework(part II),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,2007,Advanced Technovation Limited,516-522
[4.32]徐芝纶,弹性力学(第三版)北京:高等教育出版社,1990
[4.33]王勖成,邵敏编著,有限单元法基本原理和数值方法(第二版),北京:清华大学出版社,1997
[4.34]Simo JC,Hughes TJR.Computational Inelasticity.Springer:New York,1998
[4.35]Zienkiewicz OC,Taylor RL.Finite Element Method:Volume 2)Solid Mechanics(5th edn).Butter worth Heinemann:London,2000
[4.36]Borja RI,Tamagnini C,Amorosi A.Coupling plasticity and energy-conserving elasticity models for clays.Journalof GeotechnicalandOeoenvirunmentalEngineering1997,123(10):948-957
[4.37]Ortiz M,Popov E Accuracy and stability of integration algorithms for elasto-plastic constitutive relations.International Journal for Numerical Methods in Engineering 1985,21:1561-1576
[4.38]Potts DM,Gens A.A critical assessment of methods of correcting for drift from the yield surface in elasto-plastic finite element analysis.Int.J.Numer.Analyt.Meth.Geomech.1985,9:149-159
[4.39]Mattsson H,Axelsson K,Klisinski M.A method to correct yield surface drift in soil plasticity under mixed control and explicit integration.Int.J.Numer.Analyt.Meth.Geomech.,1997,21:175-197
[5.1]陈惠发,土木工程材料的本构方程(第二卷塑性与建模),余天庆等译,武汉:华中科技大学出版社,2001
[5.2]钱家欢,殷宗泽,土工原理与计算(第二版),北京:中国水利水电出版社,1996
[5.3]Van Eekelen,H.A.M,Isotropic yield surfaces in three dimensions for use in soil mechanics.Int.J.Num.Anal.Meth.Geomech.1980,4,89-101
[5.4]Lade V.,Duncan J M.Cubical triaxial tests on cohesionless soil,Journal of the soil mechanics and foundations division,ASCE,1972,SM(10):793-812
[5.5]Lade,V.Elasto-plastic stress-strain theory of cohesionless soil with curved yield surface,Int.J.Solids and Structure,1977,13(1),1019-1035
[5.6]Kirkgard,M.M.,Lade P.V.,Anisotropic three-dimensional behavior of a normally consolidated clay,Can.Geotech.,1993,30:848-858
[5.7]Mroz Z,On the description of anisotropic work hardening,Journal of the Mechanics and Physics of Solids,1967,15(3):163-175
[5.8]Kabilamany K,Ishihara K,Stress dilatancy and hardening laws for rigid granular model of sand,Soil Dynamics and Earthquake Engineering,1990,9(2):66-77
[5.9]姚仰平,路德春,周安楠,邹博,广义非线性强度理论及其变换应力空间,中国科学E, 2004,34(11):1283-1299
[5.10]姚仰平,路德春,周安楠,岩土类材料的变换应力空间及其应用,岩土工程学报,2005,27(1):24-29
[5.11]Matsuoka H,Stress-strain relationships of sands based on the mobilized plane,Soils and Foundations,1974,14(2):47-61
[5.12]Matsuoka,H.,Nakai,T,Stress-deformation and strength characteristic of soil under three different principal stresses.Proc.JSCE,1974,232,59-70
[5.13]Matsuoka H,On the significance of the“spatial mobilized plane",Soils and Foundations,1976,16(1):91-100
[5.14]Mastuoka H,Nakai T,Stress-deformation and strength characteristic of soil under three different principal stress,Proceeding of JSCE,1984,232:59-70
[5.15]Mastuoka H,Yao,Y-P,Sun D-A,The cam-clays models revised by the SMP criterion,Soils and foundations,1999,39:81-95
[5.16]孙德安,姚仰平,粒状材料的一个实用弹塑性模型,岩石力学与工程学报,2002,21(8):1147-1152
[5.17]俞茂宏,何丽南,宋凌宇,双剪应力强度理论及其推广,中国科学A辑,1985,12:1113-1120
[5.18]俞茂宏,何丽南,刘春阳,广义双剪应力屈服准则及其推广,科学通报,1992,37(2):182-185
[5.19]俞茂宏,双剪理论及其应用,北京,科学出版社,1998
[5.20]俞茂宏,岩土类材料的统一强度理论及其应用,岩土工程学报,1994,6(2):1-10
[5.21]Dafalias Y F,Popov E P,A model of nonlinearly hardening materials for complex loading,Acta Mechanica,1975,210):173-192
[5.22]Prevost J H,Anisotropic undrained stress-strain behavior of clays,Journal of the Geotechnical Engineering Division,ASCE,1978,104(GT8):1075-1090
[5.23]Mroz Z,Norris V A,Zienkiewicz O C,Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils,Geotechnique,1979,29(1):1-34
[5.24]Yao Y P,Sun D A.Application of Lade's criterion to Cam-clay model.J Eng Mech,ASCE,2000,126(1):112-119
[5.25]Arthur,J.R.F.and Menzies,B.K.,Inherent anisotropy in sand.Geotechnique,1972,22(1),115-128
[5.26]Arthur,J.R.F.,Dunstan,T.,Al-Ani,Q.,and Assadi,A.,Plastic deformation and failure of granular media.,Geotechnique,1977,27(1),53-74
[5.27]Lade,V.and Duncan,J.M.,Cubic triaxial tests on cohesionless soil.Journal of the soil mechanics and foundations division,1973,99,SM 10,793-812
[5.28]Lade P V,Musante M.Three-dimensional behavior of remolded clay.J Geotech Eng Div,ASCE,1978,104(2):193-209
[5.29]Lade,V.and Kim,M.K.,Single hardening constitutive model for frictional materials-Yield criterion and plastic work contours.Computer and Geotechnics,1988a,6,13-29
[5.30]Lade,V.and Kim,M.K.,Single hardening constitutive model for frictional materials.I.-Comparisons with experimental data.,Computer and Geotechnics,1988b,6,31-47
[5.31]Andrei Abelev,Cross-anisotropic behavior of granular materials under three-dimensional loading conditions,Ph.D.Thesis,The Johns Hopkins University,2001
[5.32]Prevost J H,Anisotropic undrained stress-strain behavior of clays,Journal of the Geotechnical Engineering Division,ASCE,1978,104(GT8):1075-1090
[5.33]Anandarajah,A.,Dafalias,Bounding surface plasticity:application to anisotropic cohesive soils.Jorrrnal of engineering mechanics.ASCE,1986,112(12),1292-1318
[5.34]Baker,R.and Desai,C.S.,Induced anisotropy during plastic straining.International journal of numerical and and analytical methods in geomechanics,1984,8,167-185
[5.35]Lo,K.Y & Morin,J.P,Strength anisotropy and time effects of two sensitive clays,Can.Geotech.J.1972,9(3),261-277
[6.1]Schofield,A.N.and Wroth,C,Critical state soil mechanics,Mc Graw Hill,London GB,1968
[6.2]Prevost,J.H.,Plasticity theory for soil stress-strain behavior.Journal of engineering mechanics division ASCE,1978,107,GT2,143-165
[6.3]Krizek,R J,Fabric effect on strength and deformation of Kaolin clay,Proc.9 th ICSMFE,1977,1,169-197
[6.4]Sergeyer,E.M.& Osipov,V.I.,Structural aspects of shearing resistance of clays.Proc.9 th ICSMFE,1977,1,293-294
[6.5]Duncan,J.M.& Seed,H.D.Anisotropy and stress reorientation in clay,J.Soil Mech.Fdn Engng D.V.Am.Soc.Civ.Engrs.1992,SM 5:21-50
[6.6]Anandarajah A.& Kuganenthira N.Some aspects of fabric anisotropy of soil,Geotechnique,1995,45(1):69-81
[6.7]赵成刚等主编,土力学原理,北京:清华大学出版社＆北京交通大学出版社,2004
[6.8]Pestana,J.M.and Whittle,A.J.,Formulation of a unified constitutive model for clays and sands.Int.J.Numer.Anal.Methods Geomech.,1999,23,1215-1243
[6.9]Tejchman,J.and Wu,W.,Numerical simulation of shear band formation with a hypoplastic constitutive model.,Computers and geotechnics,1996,18(1),71-84
[6.10]蒋明镜,沈珠江,.Microscopic analysis of shear band in structural clay,岩土工程学报,1998,20(2):102-107
[6.11]Hill,R.On constitutive macro-variables for heterogeneous solids at finite strain.Proc.Roy.Soc.Lond.1972,A326,p131-147
[6.12]Nakai T,Fujii J,Taki H,Kinematic extension of an isotropic hardening model for sand,Numerical Models in Geomechanics,edited by S.Pietruszczak and G.N.Pande,Elsevier Science Publishers Ltd,1989:36-45
[6.13]Hashiguchi K,Chen Z P,Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening,Int.J.Numer.Analyt.Meth.Geomech.,1998,22(3):197-227
[6.14]Matsuoka H,Suzuki Y,Murata T,A constitutive model for soils evaluating principal stress rotation anditsapplicationto some deformationproblems,SoilsandFoundations,1990,30(1):142-154
[6.15]Dienes,J.K.On the analysis of rotation and stress state in deforming bodies.Acta Mechanica,1979,32,217-232
[6.16]Yang,W.,Cheng,L,Hwang,K.C.,Objective corotational rates and shear oscillation.Int.J.Plast.,1992,8,643-656
[6.17]Towhata I,Ishihara K,Modelling soil behavior under principal stress axes rotation,Proceedings of The Fifth International Conference on Numerical Methods in Geomechanics,Nagoya,1985:523-530
[6.18]Mroz Z,Norris V A,Zienkiewicz O C,Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils,Geotechnique,1979,29(1):1-34
[6.19]Yu,S.and Dakoulas,General stress-dependent elastic moduli for cross anisotropic soils,Journal of geotechnical engineering,ASCE,1993,119,10,1568-1586
[6.20]Lo Presti,D.C.F,and O'Neill,D.A.Laboratory investigation of small strain modulus anisotropy in sands.,Proc.,ISOCCTI,Clarkson Univ.,Potsdam,N.Y.,Huang,ed.,Elsevier,Hew York,1991,213-224
[6.21]Pietruszczak,S.T.and Mroz,Z.,On hardening anisotropy of Ko-consolidated clays.,Int.J.Numer.Anal.Methods Geomech.,1983,7,19-38
[6.22]Schanz,T.and Vermeer,A.,Angles of friction and dilatancy of sand.Geotechnique,1996,46,1,145-151
[6.23]Wu,W.,Non-linear analysis of shear band formation in sand.Int.J.Numer.Anal.Methods Geomech.,Iiltenzaliotzal,2000,24,245-263
[6.24]Pietruszczak,S.and Pande,G.N.,Description of soil anisotropy based on multilaminate framework.,Int.J.Numer.Anal.Methods Geomech.,2001,25,197-206
[6.25]Wu,W.,Rational approach to anisotropy of sand.,Int,J.Numer.Anal.Methods Geomech.,1998,22,921-940
[6.26]Lings,M.L.,Pennington,D.S.,and Nash,D.F.T,Anisotropic stiffness parameters and their measurement in a stiff natural clay.,Geotechnique,2000,50(2),109-125
[6.27]Majors,and Krempl,E.Comments on induced anisotropiy,the Swift effect and finite deformation inelatsticty,Mech.Res.Comm.,1994,21,465
[6.28]Parkin,A.K.,Gerrard,C.M.,and Willougby,D.R.,Discussion on deformation of sand in shear.Journal of soil mechanics and foundations division ASCE,1968,94,SMI,336-340
[6.29]Wu,W.and Niemunis,A,Beyond failure in granular materials,Int.J.Numer.Anal.Methods Geomech.,1997,21,153-174
[6.30]I.F.Collins,T Hilder,A theoretical framework for constitutive elastic/plastic constitutive models of triaxial tests,Int.J.Numer.Anal.Methods Geomech.,2002,26:1313-1347
[6.31]Andrei Abelev,Cross-anisotropic behavior of granular materials under three-dimensional loading conditions,Ph.D.Thesis,The Johns Hopkins University,2001
[6.32]Peters,J F.,Lade,V.,and Bro,A.,Shear band formation in triaxial and plane strain tests.Advanced triaxial testing of soil and rock,ASTM,1988,STP 977,604-627
[6.33]Li X S,Dafalias Y F,Wang Z L,State-dependent dilatancy in critical-state constitutive modelling of sand,Canadian Geotechnical Journal,1999,36(4):599-611
[6.34]Chan,C.S and Misra,A.et al.,Micromechanical modelling of cemented sand under low amplitude oscillations,Geotechnique,1990,40,251-263
[1.2]沈珠江,理论土力学,中国水利水电出版社,2000
[1.3]钱家欢,殷宗泽,土工原理与计算(第二版),中国水利水电出版社,1996
[1.4]高玉臣,固体力学基础,中国铁道出版社.1997.
[1.5]黄筑平,连续介质力学基础,高教出版社,北京.2003
[1.6]黄克智,黄永刚.固体本构关系,清华大学出版社.1999.
[1.7]Hill R.,Mathematical Theory of Plasticity,Oxford.1950.
[1.8]王自强.理性力学基础,科学出版社.2000.
[1.9]Christofersen J,A micromechanical description of granular material behavior,J.Applied Mech.,ASME,1981,48(2),339-344
[1.10]C.R.Calladine.A microstructural view of the micromechanical properties of saturated clay,Geotechnique 1971,21(4),319-415
[1.11]Houlsby,G.T.,and Wroth,C.,The variation of shear modulus of a clay with pressure and over consolidation ratio,Soils Found.,1991,31(3),138-143.
[1.12]Houlsby,G.T.,The use of a variable shear modulus in elasticplasticmodels for clays.Comput Geotech.,1985,1,3-13
[1.13]Hardin B O,Drnevich V P,Shear modulus and damping in soils:measurement and parameter effects,Journal of the Soil Mechanics and Foundations Division,ASCE,1972,98(SM6):603-624
[1.14]Burland J B.,A laboratory study of the strength of four stiff clays.Geotechnique.1996,46(3):491-514
[1.15]Bishop AW and Henkel D J,The measurement of soil properties in the triaxial test,Edward Arnold Publishers,London,1975
[1.16]Nagaraj T S.Pandian N S,Narasimha Raju P S R.,Compressibility behavior of soft cemented soil,Geotechnique,1998,49(2):281-287
[1.17]Atkinson,J.H.,Richardson,D.Elasticity and normality in soil-experimental examinations.Geotechnique,1985,35(4).443-449.
[1.18]Atkinson,J.H.,Non-linear soil stiffness in routine design.Geotechnique,2000,50(5),487-508.
[1.19]Minneapolis.Jovicic,V.,Coop,M.R.,Stiffness of coarse-grained soils at small strains.Geotechnique,1997,47(3),45-561.
[1.20]Rampello,S.,Viggiani,G.M.B.,Amorosi,A.Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths.Geotechnique,1997,47(3).475-489.
[1.21]Jardine,R.J.,Some observation on the kinematic nature of soil stiffness.Soils Found.1992,32(2),111-124
[1.22]Tavenas,R and Leroueil,S,Laboratory and in situ stress-strain-time behaviour of soft clays state-of-the-art paper.Int.Sym Geotech.Engng.Soft Soils,Mexico City,1990
[1.23]Kabbaj,M.,Tavenas,F.and Leroueil,S.,In-situ and laboratory stress-strain relations,Geotechnique,1988,38(1),83-100
[1.24]Pastor M,Zienkiewicz O C,Chan A H C,Generalized plasticity and the modelling of soil behaviour,Int.J.Numer.Analyt.Meth.Geomech.,1990,14(3):151-190
[1.25]Atkinson,J.H,,Bransby,P.L.,The mechanics of soils,An introduction of critical state soil mechanics,London,McGraw -Hill,1978
[1.26]Z.Bazant Edited,Wiley Series in Numerical Method in Engineering,Mechanics of Geomaterials:Rocks,Concrete,Soils,John Wiley & Sons Ltd,Chichester,1985
[1.27]赵成刚等主编,土力学原理,北京:清华大学出版社&北京交通大学出版社,2004
[1.28]张学言编著,岩土塑性力学基础,天津:天津大学出版社,2004
[1.29]张学言编著,岩土塑性力学,北京:人民交通出版社,1993
[1.30]郑颖人,沈珠江,龚晓南,岩土塑性力学原理.北京:中国建筑工业出版社,2002
[1.31]龚晓南编著,土塑性力学(第二版),杭州:浙江大学出版社,1999
[1.32]李广信主编,高等土力学,北京:清华大学出版社,2004
[1.33]屈智炯,土的塑性力学,成都:成都科技大学出版社,1987
[1.34]Perzyna,Fundamental problems in visco-plasticity.Recent Advances in Applied Mechanics.1966.243-377
[1.35]Oka F,Adachi T,Okano Y.Two-dimensional consolidation analysis using an elasto-viscoplastic constitutive equation.International Journal for Numerical and Analysical Methods in Geomechanics,1986,10(1):1-16
[1.36]Rubin,M.B.and Yarin,A.L.On the relationship between phenomenological models for elastic-viscoplastic metals and polymeric liquids.J.Non-Newtonian Fluid Mech.,1993,50,79-88
[1.37]Nagaraj,T.S.,Pandian N.S.,and Narasimha Raju S.R.,Stress-state permeability relations for overconsolidated soils,Geotechnique,1994,44(2),349-352
[1.38]Duncan,J.M.and Chang,C.T.Nonlinear Analysis of Stresss and Strain in Soils.J.SMFD,ASCE,1970,96,5
[1.39]Kundner,R.L,Hyperbolic stress-strain response:cohesive soils.J.SMFD,ASCE,1963,89(SM l),115-143
[1.40]沈珠江,考虑剪胀性的土和石料的非线性应力应变模式,水利水运科学研究,1986(4):1-4
[1.41]Prevost J H,Keane C M,Shear stress-strain curve generation from simple material parameters,Journal of Geotechnical Engineering,ASCE,1990,116(8):1255-1263
[1.42]Byrne,M and Eldridge,T.L.,A Three Parameter Dilatant Elastic Stress-strain Model for Sand.In:Int.Symon Numerical Models in Geomechics,Zurich,1982:73-79
[1.43]Ramberg,W.,Osgood,W.R.,Description of stress-strain curves by three parameters.Technical Note 902,National Advisory Committee for Aeronautics,Washington,DC.1943
[1.44]Truesdell,C.,Hypo-elasticity.J.Rational Mech.Anal.,1965,4,83-133
[1.45]Wu W.,Bauer E,,Kolymbas D,Hypoplastic constitutive model with critical state for granular materials,Mechanics of Materials:1996,23(1):45-69
[1.46]Kolymbas D,Herle I,Von Wolffersdorff P A,Hypoplastic constitutive equation with internal variables,Int.J.Numer.Analyt.Meth.Geomech.,1995,19(6):415-436
[1.47]Bardet J P,Scaled memory model for cyclic behavior of soils,Journal of Geotechnical Engineering,ASCE,1995,121(11):766-775
[1.48]Pan,W.F,Lee,T.H.and Yeh,W.C.,Endochronic analysis for finite elasto-plastic deformation and application to metal tube under torsion and metal rectangular block under biaxial compression,Int.J.Plast.,1996,12(10),1287-1316
[1.49]Chandler,H.W,plasticity theory without Drucker's postulate for granular materials,J.Mech.Phys.Solids.1985,33,215-226
[1.50]Maier,G.,and Hueckel,T,Nonassociated and coupled flow rules of elastoplastioity for geomechanical media,roc.,9th Int.Conf.Soil Mechanics Foundation Engineering,1977,Tokyo,Specially session 7,Constitutive Relations for Soils,129-142
[1.51]Lade D.V and Duncan J.M.,Elastic-plastic stress-strain theory for cohesionless soil,J.GED,ASCE,1957,101(10),1037-1064
[1.52]Lade,V.,Duncan,J.M,Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces.ASCE,1975,GT Div.101,1019-1035
[1.53]殷宗泽,土体本构模型剖析,岩土工程学报,1996,18(4):95-97
[1.54]殷宗泽,一个土体的双屈服面应力.应变模型.岩土工程学报,1988,(4):64-71
[1.55]沈珠江,结构性粘土的弹塑性损伤模型,沈珠江土力学论文选集,2005,415
[1.56]郑颖人,孔亮,塑性力学的分量理论-广义塑性力学,岩士工程学报,2000,22(3),269-274
[1.57]黄文熙,土的弹塑性应力-应变理论,清华大学学报,1979,19(1),1-26.
[1.58]李广信,土的三维本构关系探讨和模型验证,清华大学博士论文,1985
[1.59]郭瑞平,李广信,以塑性功函数为硬化参数的土的弹塑性模型,清华大学学报,2000,5.125-127
[1.60]俞茂宏,何丽南,宋凌宇,双剪应力强度理论及其推广,中国科学A辑,1985,12:1113-1120
[1.61]姚仰平,路德春,周安楠,邹博,广义非线性强度理论及其变换应力空间,中国科学E,2004,34(11):1283-1299
[1.62]Matsuoka,H.,Stress-strain relationships of sands based on the mobilized plane,Soils &Foundations,1974,14(2):45 -61
[1.63]郑颖人,孔亮,再谈广义塑性力学,岩土工程学报,2006,28(1),118-121
[1.64]郑颖人,岩土塑性力学的新进展-广义塑性力学.岩土工程学报,2003,25(1),1-10
[1.65]胡亚元,关于率无关塑性力学和广义塑件力学的评述,岩土工程学报,2005,27(1),128-131
[1.66]刘元雪,岩土本构理论的几个基本问题研究,岩土工程学报,2001,23(1),45-48
[1.67]章根德,土的本构关系及其工程应用,北京:科学出版社,1995
[1.68]沈珠江,岩土本构模型研究的进展.岩土力学,1990,10(2):3-12
[1.69]Lade V.,Duncan J M.Cubical triaxial tests on cohesionless soil,Journal of the soil mechanics and foundations divisinn,ASCE,1972,SM(10):793-812
[1.70]Lade,V.and Kim,M.K.,Single hardening constitutive model for frictional materials- Yield criterion and plastic work contours.Computer and Geotechnics,1988a,6,13-29
[1.71]任放,盛谦等,岩土类工程材料的蛋形屈服函数,岩土工程学报,1993,4,33-39
[1.72]沈珠江,几种屈服函数的比较,岩土力学,1993,(1):41-50
[1.73]沈珠江,土的弹塑性应力-应变关系的合理形式.岩土工程学报,1980,2(2),11-19
[1.74]沈珠江,土的三重屈服面应力应变模式,固体力学学报,1984.(2):163-174
[1.75]Desai CS.Mechanics of Materials and Interfaces:the Disturbed State Concept,CRC Press,Boca Raton.2001
[1.76]Katti D R,Desai C S,Modeling and testing of cohesive soil using disturbed-state concept,Journal of Engineering Mechanics,ASCE,1995,121(5):648-658
[1.77]Iwan W D.On a class of models for the yielding behavior of continuous and composite system,Journal of Applied Mechanics,ASME,1967,34(E3):612-617
[1.78]Mroz Z,Zienkiewicz O C,Uniform formulation of constitutive equations for clays and sands,Mechanics of Engineering Materials,edited by C.S.Desai and R.H.Gallagher,John Wiley & Sons Ltd.,1984
[1.79]Dafalias Y F,Bounding surface plasticity-mathematical foundation and hypoplasticity,Journal of Engineering Mechanics,ASCE,1986,112(9):966-987
[1.80]Dafalias Y F,Popov E P,A model of nonlinearly hardening materials for complex loading,Acta Mechanica,1975,21(3):173-192
[1.81]Wang Z L,Dafalias Y F,Shen C K,Bounding surface hypoplasticity model for sand,Journal of Engineering Mechanics,ASCE,1990,116(5):983-1001
[1.82]Bardet J P,Bounding surface plasticity model for sands,Journal of Engineering Mechanics,ASCE,1986,112(11),1198-1217
[1.83]Li T,Meissner H,Two-surface plasticity model for cyclic undrained behavior of clays.Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2002,128(7):613-626
[1.84]Hashiguchi K,Two-and three-surface models of plasticity,Proceedings of The Fifth International Conference on Numerical Methods in Gcomechanics,Nagoya,1985:285-292
[1.85]Borja,R.I.,Tamagnini,C.,Amorosi,A..Coupling plasticity and energy-conserving elasticity models for clays.J.Geotech.Geoenviron.Eng.,1997,123(10),948-957.
[1.86]Love,A.E.H,A treatise on the mathematical theory of elasticity,Cambridge Univ.,4th Ed.,Cambridge,1927
[1.87]Ishikawa,H.,Constitutive model of plasticity in finite deformation,Int.J.Plast.,1999,15,299-317.
[1.88]Aifantis,E.C.,The physics of plastic deformation,Int.J.Plast.,1987,3,211-247
[1.89]Simo,J.C.,Ortiz,M.A unified approach to finite deformation elastoplastic analysis based on the use of hyperelasitic constitutive equations.Computer Methods in Applied Mechanics and Engineering,1985,49,210-245
[1.90]Bardet,J.,Hypoplastic model for sands,Journal of engineering mechanics,ASCE,1990,116,1198-1217
[1.91]Bruhns,O.T.,Xiao,H.,Meyers,A.Large-strain response of isotropic-hardening elastoplasticity with logarithmic rate:Swift effect in torsion.Arch.Appl.Mech.,2001,71,389-404.
[1.92]Xiao,H.,Bruhns,O.T.,Meyers,A.Large-strain response of elastic-perfect plasticity and kinematics hardening plasticity with logarithmic rate:Swift effect in torsion.Int.J.Plast.,2001,17,211-235
[1.93]Naghdi,M.,A critical review of the state of finite plasticity,J.Appl.Math.Phys.(ZAMP),1990,41,315-394
[1.94]Lee,E.H.,Elastic-plastic deformation at finite strains,Journal of Applied Mechanics,1969,36,1-6.
[1.95]黄筑平,段祝平,有限弹塑性变形中应变及应变率的分解,力学进展,1990,20(1),24.39.
[1.96]Hill,R.Aspects of invariance in solids mechanics.Advances in Applied Mechanics,1978,18, 1-75.
[1.97]黄文熙,土的工程性质,北京:水利电力出版社,1988
[1.98]龚晓南,粘土结构性对其力学性质的影响及其形成原因分析,水利学报,2000,10(1):43-47
[1.99]沈珠江,土体结构性的数学模拟.21世纪土力学的核心问题,岩土工程学报,1996,18(1):95-97.
[1.100]张诚厚,两种结构性粘土的土工性质,水利水运科学研究,1983,(4):65-70
[1.101]沈珠江,软土的工程特性和软土地基设计,岩土工程学报,1998,20(1),100-111
[1.102]姜宏伟,软土的各向异性弹塑性/弹粘塑性本构关系理论及其应用研究,上海同济大学博士论文,1995
[1.103]孙红,赵锡宏,软土的弹塑性各向异性损伤分析,岩土力学,1999,20(3):7-12
[1.104]沈珠江,黄土的损伤力学模型探索,中国土木工程学会第七届土力学及基础工程学术会议论文集,北京:中国建筑工业出版社,1994
[1.105]谢定义,齐吉琳,土结构性及其定量化参数研究的新途径,岩土工程学报,1999,21(6):651-656
[1.106]齐吉琳,土结构性的研究方法及现状,西北地震学报.2001,23(4),99-103.
[1.107]胡瑞林,李向全,官国琳等,土体微结构力学.概念·观点·核心,地球学报.1999,20(2]:150-156
[1.108]Terzaghi K,Principles of soil mechanics,Eng.Naws Record,Dec,17,1925
[1.109]Terzaghi K,Theoretical soil mechanics.1943,地质出版社,1960
[1.110]Casagrande,A.,The structure of clay and its importance in foundation engineering,J.Boston Soc.Civ.Engrs.1932,19(4):168-209
[1.111]B 奥西波夫.粘土类土和岩石的强度与变形性能的本质,北京:地质出版社,1985
[1.112]Mitchell,J.K.Fundamentals of soil behavior,New York,Wiley,1976
[1.113]Yong R N,Nagaraj T S.Investigation of fabric and Compressibility of a sensitive clay.Proc.International symposium on soft clay,Asia Insitute of Technology,bankok,1977:327-333
[1.114]Tovey N K.A digital computer technique for orientation analysis of micrograhs soil fabric.Jo Microscopy.1990.120:303-315
[1.115]Chandlar,R.J.and Apted,J.,The effect of weathering on the strength of London clay.Q.J.Engng Geol,1988,21,59- 68
[1.116]高国瑞,近代土质学,南京:东南大学出版社,1990
[1.117]吴义祥,工程粘性土微观结构的定量研究,北京,中国地质科学院博士学位论文,1988
[1.118]胡瑞林,李向全等,粘土微结构定量模型及其工程地质特征研究,北京,地质出版社,1995
[1.119]胡瑞林,王思敬,李向全等,21世纪工程地质学生长点:土体微结构力学,水文地质工程地质,1999,(4):58
[1.120]施斌,李生林,Tokachev M,粘性土微观结构 SEM 图像定量研究.中国科学,1995.A 辑,25(6):666-672
[1.121]施斌,粘性土微观结构研究回顾与展望,工程地质学报,1996,4(1):39-43
[1.122]Tyler S W,Wheatcraft S W.Fractal scaling of soil particle-size distribution analysis and limitations.Soil Soc Am J,1992,56:362-369
[1.123]刘松玉,方磊,试论粘性土拉度分布的分形结构,工程勘察,1992,2:1-4
[1.124]谭罗荣,土的微观结构研究概况和发展,岩土力学,1983,4(1),73-85
[1.125]谭罗荣.某些膨胀土的基本性质研究,岩土工程学报,1987,5:73-85
[1.126]苗天德,王正贵,考虑微结构失稳的湿陷性和黄土变形机理,中国科学(B),1990,(1):86-96
[1.127]高国瑞,黄土显微结构分类与湿陷性,中国科学,1980,12:1203-1208
[1.128]王永炎,腾志宏.黄土与第四纪地质,西安:陕西人民出版社,1982
[1.129]胡瑞林,官国琳,李向东等,黄土压缩变形的微结构效应,水文地质工程地质,1998,(3):30-35
[1.130]刘祖典,董思远,黄土湿陷变形的塑性特性和本构关系非饱和土理论和实践学术研讨会文集,土力学及基础工程学会,1992
[1.131]邵生俊,龙吉勇,杨生等,湿陷性黄土结构性变形特性分析,岩土力学,2006,27,10,1668-1672
[1.132]邵生俊,周飞飞,龙吉勇,原状黄土结构性及其定量化参数研究,岩土工程学报.2004,26(4):532-536
[1.133]施斌,李生林,击实膨胀土微结构与工程特性的关系,岩土工程学报,1988,10(6):80-87.
[1.134]施斌,王宝军,宁文务,各向异性粘性土蠕变的微观力学模型,岩土工程学报,1997,19(3):7-13
[1.135]杨更社,谢定义,张长庆等,岩体损伤特性 CT 识别,岩石力学与工程学报,1996,17(1):48-54
[1.136]杨更社,谢定义,张长庆等,岩石损伤单轴受力状态本构关系的 CT 识别,岩土力学,1997,10(2):29-32
[1.137]葛修润,任建喜,蒲毅彬,马巍,孙红,岩土损伤力学宏细观试验研究,北京:科学出版社,2004
[1.138]蒲毅彬,陈万业,廖全荣等,陇东黄土湿陷过程 CT 结构变化研究,2000,22(1):49-54
[1.139]蒋明镜,结构性粘土的本构模型和土体逐渐破损分析,南京水利科学研究院博士论文,1996.5
[1.140]齐吉琳,土的结构性及其定量化参数的研究,西安理工大学博士论文,1999.1
[1.141]胡再强,黄土结构性模型及黄土渠道的浸水变形试验与数值分析,西安理工大学博士论文,2000.11
[1.142]陈铁林,结构性粘土本构模型与参数测定研究,南京水利科学研究院博士论文,2001.6
[1.143]G.T.Houlsby,R.S.Sharma,A conceptual model for the yielding and consolidation of clays,Geotechnique,1999,49(4),491-501
[1.144]Fleck,N.A.,On the cold compaction of powders.J.Mech.Phys.Solids,1995,43(9),1409-1431
[1.145]Green,A.P,The plastic yielding of metal junctions due to combined shear and pressure,J.Mech.Phys.1954 Spo;ds2/197-211
[1.146]Rowe,P.W,The stress dilatancy relation for static equilibrium of an assembly of particles in contact,Proc.Royal Society,London,Series A,1962,10(1):500-527
[1.147]Kabilamany K,Ishihara K.Cyclic behaviour of sand by the multiple shear mechanism model,Soil dynamics and Earthquake Engineering,1991,10(2):24 -83
[1.148]Iai S,Matsunaga Y,Kamcoka T,Strain space plasticity model for cyclic mobility,Softs and Foundations,1992,32(2):1-15
[1.149]S.Levoueil and R.Vaughan,The general and congruent effects of structure in natural soil and weak rock,Geotechnique,1990,40.3,467-488
[1.150]Bejrrum L.,Engineering geology of Norwegian normally-consolidated metric clays as related to settlements of buildings.Geotechnique,1967,17:81-118
[1.151]Mitchell,J.K,On the yielding and mechanical strength of Leda clays.Can.Geotech.J.,1970,7(3),297-312
[1.152]Smith,P.R.,Jardine,R.J.,Hight,D.W.,The yielding of Bothkennar clay.Geotechnique 1992,42(2),257-274
[1.153]Sangrey,D.A.,Naturally cemented sensitive soils,Geoteehinque,1972,22,1,139-152
[1.154]Hueckel,T.,Tutumluer,E.,and Pellegrini,R.,A note on nonlinear elasticity of isotropic overconsolidated clays.Int.J.Numer.Analyt.Meth.Geomech.,1992,16,603-618.
[1.155]R.C.Joshi,An approximate method for estimating the consolidation behavior of soft sensitive clays.Geotechnical Testing Journal,1994,17(1),55-56
[1.156]Nagaraj,T.S.,Srinivasa.M,B.R.Catsala,A.,et.al.,Analysis of compressibility of sensitive soils,ASCE,Journal of Geotechnical Engineering,1990,6,(1),105-118
[1.157]Nagaraj,TS.,Srinivasa M B.R.,and Vatsala A.,Prediction of soil behariours,Part III-Cemented saturated soils.Indian Geotechnical Journal,1991,21(2),169-186
[1.158]Butterfield,R.A natural compression law for soils.Geotechnique,1979,29(4),469-480.
[1.159]Graham,J,Noonan,M.L.and Lew,K.V.,Yield states and stress-strain relationship in a natural plastic clay,Can.Geotech.J.,1983b,20(3),502-516
[1.160]M.Rouainia & D.M.Wood,A Kinematic hardening constitutive model for natural clays with loss of structure,Geotechnique,2000,50(2),153-164
[1.161]M.Kavvadas & A.Amorosi.,A constitutive model for structured soils,Geotechnique,2000,50(3),263-273
[1.162]Fusao Oka,,S.Leroueil,F.Tauenas,A Constitutive Model for Natural Soft Clay with Softening,Proc.JSCE,1989,29(3),54-66
[1.163]M.D.Liu & J.P.Carter.Virgin compression of structured soils.Geotechnique,1999,49(1),43 -57
[1.164]沈珠江,结构性粘土的非线性损伤力学模型,沈珠江土力学论文选集,2005,416
[1.165]沈珠江,结构性粘土的堆砌体模型,岩土力学,2000,21(1):1-4
[1.166]兑关锁,沈珠江,土体损伤本构模型理论分析,第八届土力学及岩土工程学术会议论文集。万国学术出版社,1999
[1.167]吕海波,赵艳林,孔令伟,汪稔,利用压汞试验确定软土结构性损伤模型参数,岩石力学与工程学报,2005,24(5),854-858
[1.168]赵锡宏,孙红,罗冠威,损伤土力学,上海:同济大学出版社.2000
[1.169]李国琛,M.耶纳:塑性大应变微结构力学,科学出版社,北京,1998
[1.170]余天庆,钱济成:损伤理论及其应用,国防工业出版社,北京:1993
[1.171]Martin,J.B.,and Nappi,A..An internal variable formulation for perfectly plastic and linear hardening relations in plasticity.Eur.J.Mech.A Solids,1990,9(2),107-131
[1.172]Truesdell,C.,Rational Thermodynamics.McGraw-Hill,New York.1969
[1.173]Kestin,J.,Rice,J.R.,Paradoxes in the application of thermodynamics to strained solids.In:Stuart,E.B.,Gal_or,B.,Brainard,(Eds.),A Critical Review of Thermodynamics.Mono Book,Baltimore,1970.275-298.
[1.174]Ziegler,H.,An Introduction to Thermomechanics.North Holland,Amsterdam,1977.(2nd edition,1983)
[1.175]Lubliner,J.,On the thermodynamic foundation of non-linear solid mechanics.Int.J.Non-Linear Mech,1972.7,237
[1.176]Lubliner,J.,Plasticity theory,Macmillan publishing company,New York,1990
[1.177]Maugin,G.A.The thermomechanics of plasticity and fracture,Cambridge Univ.,Cambridge,England,1992
[1.178].Puzrin,A.M.,Houlsby,G.T,On the non-intersection dflernma in multi-surface plasticity.Geotechnique 2001c,51(4),369-372
[1.179]Houlsby,G.T.,A study of plasticity theories and their applicability to soils.Ph.D.Thesis,University of Cambridge.1981
[1.180]Collins,I.F.,Houlsby,G.T.,Application of thermomechanical principles to the modeling of geomatefials.Proc.R.Soc.LondonSer.A.1997,45(3),1975-2001
[1.181]Houlsby,G.T.,Puzrin,A.M.,A thermomechanical framework for constitutive models for rate-independent dissipative materials.Int.J.Plast.2000,16(9),1017-1047
[1.182]GT.Houlsby,A.M.Puzrin,A thermomechanical framework for constitutive model for rate-independent dissipative materials,Int.J.Plast 2000,16(9),1017-1047
[1.183]A.M.Puzrin,G.T.Houlsby,,A thermomechanical framework for rate-independent dissipative materials with internal functions.,Int.J.Plast,2001a.,17,1147-1165
[1.184]A.M.Puzrin,G.T.Houlsby,Fundamentals of kinematic hardening hyperplasticity,Int.J.Solids Struct.,2001b,38,3771-3794
[1.185]Hill,R.,Rice,J.R.Elastic potential and the structure of inelastic constitutive laws.SIAM J.Appl.Math,1985,25(3),448-461.
[1.186]Naylor D J.Stress- strain Law for Soils.In development in Soil Mechanics,C R Scott.edited,1978
[1.187]Guo X,Zhao C.G,A thermomechanical damage framework for Constitutive models for rate-independent dissipative Geomaterials(part I ),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,2007,Advanced Technovation Limited,509 -515
[1.188]Guo X,Zhao C.G,Dual-surface damage model for natural clays within the thermomechanical framework(part II),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,2007,Advanced Technovation Limited,516-522
[1.189]赵成刚,张雪东,郭璇,土的本构方程与热力学,力学进展,2006,35(4)
[2.1]葛修润,任建喜,蒲毅彬,马巍,孙红,岩土损伤力学宏细观试验研究,北京:科学出版社,2004
[2.2]Lemaitre,J.L.,Chaboche,J.L,Mechanics of solid materials.Cambridge:Cambridge University Press,1990
[2.3]Cuccovillo T,Coop MR.Yielding and pre-failure deformation of structured sands.Geotechnique 1997,47(3):491-508
[2.4]胡瑞林,官国琳,李向东等,黄土压缩变形的微结构效应,水文地质工程地质,1998,(3):30-35
[2.5]胡瑞林等,粘性土微结构定量模型及其工程地质特征研究,北京地质出版社,1995
[2.6]黄文熙,土的工程性质,北京:水利电力出版社,1988
[2.7]Cecconi M,Viggiani GMB.Structural features and mechanical behaviour of a pyroclastic weak rock.Int.J.Numer.Anal.Meth.Geomech.,2001,25(15):1525-1557
[2.8]赵锡宏,孙红,罗冠威.损伤土力学,上海:同济大学出版社,2000
[2.9]孙红,各向异性损伤模型及其在土力学中的应用,上海同济大学博士论文,1999
[2.10]袁中夏,王兰民,邓津,电镜图像在黄土结构性研究中应用的几个问题,西北地震学报,2005,27(2),115-121
[2.11]邵生俊,龙吉勇,杨生,骆亚生,湿陷性黄土结构性变形特性分析,岩土力学,2006,27,(10)1668-1672
[2.12]洪振舜,刘松玉,于小军,关于结构土屈服破坏的探讨,岩土力学,2004,25(5),684-687
[2.13]蔡羽,孔令伟,郭爱国,剪应变率对湛江强结构性黏土力学性状的影响,岩土力学2006,.27(8)1235-1240
[2.14]吕海波,琼州海峡软土结构性的工程效应及损伤模型研究,中国科学院武汉岩土力学研究所博士学位论文,2002.6
[2.15]骆亚生,谢定义,邵生俊,张爱军,非饱和黄土的结构变化特性,西北农林科技大学学报,2004,32(8),114-1 18
[2.16]沈珠江,软土工程特性和软土地基设计,岩土工程学报,1998,20(1):100-111
[2.17]M.D.Liu and J.Carter,On the volumetric deformation of reconstituted soils,Int.J.Numer.Anal.Meth.Geomech.,2000,24,101-133
[2.18]M.D.Liu,J.Carter,C.S.Desai and K.J.Xu,Analysis of the compression of structured soils using the disturbed state concept,Int.J.Numer.Anal.Meth.Geomech.,2000,24:723-735
[2.19]Burland JB.On the compressibility and shear strength of natural soils,Geotechnique 1990,40(3):329-378
[2.20]Mitchell JK.Practical problems from surprising soil behaviour.Journal of Geotechnical Engineering,ASCE 1986,112(3):257-289
[2.21]Leroueil S,Vaughan PR.The general and congruent effects of structure in natural soils and weak rocks.Geotechnique,1990,40(3):467-488
[2.22]Wood DM.Soil Behaviour and Critical State Soil Mechanics.Cambridge University Press:Cambridge,1990
[2.23]Desai CS.Constitutive modelling using the disturbed state as microstmcture self-adjustment concept.In Continuum Models for Materials with Microstructure,Muhlhaus(ed.) 1995,239-296
[2.24]Desai CS.Mechanics of Materials and Interfaces:the Disturbed State Concept,CRC Press,Boca Raton,2001
[2.25]Desai CS,Toth J.Disturbed state constitutive modelling based on stress-strain and non-destructive behaviour,International Journal of Solids and Structures,1996,33(11),1619-1650
[2.26]Liu MD,Carter J Virgin compression of structured soils.Geotechnique,1999,49(1),43-57
[2.27]Maccarini M.,Laboratory investigations on artificial soil Ph.D.thesis,University of London,1987
[2.28]Terzaghi K.Fifty years of subsoil exploration.Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Engineering,1953,227-274
[2.29]Smith PR,Jardine RJ,Hight DW.On the yielding of Bothkennar clay.Geotechnique 1992,42(2):257-274
[2.30]Murakami Y.Excess pore-water pressure and preconsolidation effect development in normally consolidated clays of some age.Soil and Foundation,1979,19(4):17-29
[2.31]Graham J,Li CC.Comparison of natural and remoulded plastic clay.Journal of Geotechnical Engineering,ASCE 1985,111(7):865-881
[2.32]Quigley RM,Thompson CD.The fabric of anisotropic consolidated sensitive marine clay.Canadian Geotechnical Journal,3:61-73
[2.33]Wang N,Wei R.Evaluation of sample quality of soft clay.Proceedings of the Second International Conference on Soft Soil Engineering,Nanjing,1996,120-125
[2.34]尤昌龙,饱和砂土稳态强度及其液化,北京交通大学博士学位论文,2003
[2.35]杨振茂,饱和黄土液化与稳态强度,北京交通大学博士学位论文,2003
[2.36]李亮,流体饱和两相多孔介质动力反应计算分析,北京交通大学博士学位论文,2004
[2.37]贾其军,考虑土体级配影响的非饱和土强度理论及其应用,北京交通大学博士学位论文,2004
[2.38]中华人民共和国水利部主编,中华人民共和国国家标准,土工试验方法标准(GB/T 50123-1999),北京:中国计划出版社,1999
[2.39]杨熙章编著,土工试验与原理,上海:同济大学出版社,1992
[2.40]余寿文,冯西桥,损伤力学,北京:清华大学出版社,1997
[2.41]黄文熙,土的弹塑性应力-应变理论,清华大学学报,1979,19(1),1-26.
[2.42]L,Szabo,M,Balla,Comparison of some stress rates,Int.J.Solids and Struct.,25 3,1989,p279-297
[2.43]雷华阳,海积软土结构性模型的试验研究及其在基坑开挖工程中的应用,长春,吉林大学博士论文,2000
[2.44]刘祖典,董思远.黄土湿陷变形的塑性特性和本构关系,非饱和土理论和实践学术研讨会文集,土力学及基础工程学会,1992
[2.45]Diamond S.Pore-size distribution in clays.Clays and clay minerals,1970,18:7-23
[2.46]Grffith F J,Johsi R C,Change in pore size distribution due to consolidation of clays,Gcotechnique,1989,39(3):159-167
[2.47]Grifith F J,Johsi R C,Change in pore size distribution owing to secondary consolidation of clays.Canadian Geotechnical Journal,1991,28(1).20-24
[2.48]彭承光,李运贵,李子权,王业新编著,建筑场地岩土工程勘察基础,北京:地震出版社,1995
[2.49]孙福,魏道垛主编,岩土工程勘察设计与施工,北京:地质出版社,1998
[2.50]张苏民.黄土湿陷性的基本属性[A].中国工程建设标准化协会湿陷性黄土委员会全国黄土学术会议论文集[C].北京:中国建筑工业出版社,2001
[2.51]Roscoe K H,Schofield M.A.and Thurairajah A.,Yield of clays in states wetter than critical,Geotechnique,1963,13(3):211-240
[2.52]Per Holmsen,Landslip in Norwegian quick-clays.Geotechnique,1952-1953,3:187-194
[3.1]Lubliner,J.,On the thermodynamic foundation of non-linear solid mechanics.Int.J.Non-Linear Mech.1972
[3.2]Lubliner,J.,Plasticity theory,Macmillan publishing company,New York,1990
[3.3]Maugin,G.A,The thermomechanics of plasticity and fracture.Cambridge:Cambridge University Press,1992
[3.4]Maugin,G.A,The thermomechanics of nonlinear irreversible behaviors.Singapore:World Scientific Press.1999
[3.5]Trusdell C.A.,Rational thermodynmics,2~(nd) enlarged edition.Springer-verlag,New York,1984
[3.6]Lemaitre,J.L.,Chabocbe,J.L..Mechanics of solid materials.Cambridge:Cambridge University Press,1990
[3.7]Roscoe K.H,Burland JB.On the generalized stress-strain behaviour of 'wet' clay.In Engineering Plasticity,Heyman J(ed.),Cambridge University Press,Cambridge,1968,535-609
[3.8]Chandler,H.W,plasticity theory without Drucker's postulate for granular materials,J.Mech.Phys.Solids.1985,33,215-226
[3.9]Chandler,H.W.,Homogeneous and localised deformation in granular materials:a mechanistic model,1990,28,8,719-734
[3.10]Davis,R.O.,Selvadurai,A.S.,Plasticity and Geomechanics,Cambridge University Press:Cambridge,2002
[3.11]Burland,J.B.,Small is beautiful-- the stiffness of soil at small strains.Ninth Laurits Bjerrum Memorial Lecture.Can.Geotech.1989,J.16(4),499-516
[3.12]Reddy,B.D.,Martin,J.B.,Internal variable formulations of problems in elstoplasticity constitutive and algorithmic aspects.Applied Mechanics Reviews,1994,47:429-456
[3.13]Been,K.,Jefferies,M.G.,Hachey,J.,.The critical state of sands.Geotechnique,1991.41(3),365-381
[3.14]Mroz Z,Zienkiewicz O C,Uniform formulation of constitutive equations for clays and sands,Mechanics of Engineering Materials,edited by C.S.Desai and R.H.Gallagher,John Wiley &Sons Ltd.,1984
[3.15]Prevost J H,Plasticity theory for soil stress-strain behavior,Journal of the Engineering Mechanics Division,ASCE,1978,104(EM5):1177-1194
[3.16]Prevost J H,A simple plasticity theory for frictional cobesionless soils,Soil Dynamics and Earthquake Engineering,1985,4(1):9-17
[3.17]Kabilamany K,Ishihara K,Cyclic behaviour of sand by the multiple shear mechanism model,Soil Dynamics and Earthquake Engineering,1991,10(2):74-83
[3.18]Prevost J H,Keane C M,Multimechanism elasto-plastic model for soils,Journal of Engineering Mechanics,ASCE,1990,116(9):1924-1944
[3.19]Zienkiewicz,O.C.,Computational geomechanics with special reference to earthquake engineering,John Wiley & Sons Ltd.1999
[3.20]Zienkiewicz,O.C.,Taylor R.L.,The finite element method-Volume 2 Solid and fluid mechanics,Dynamic and non-linearity(4~(th) edn),McGraw-Hill book company,London,1991
[3.21]K.L.Lee and H.B.Seed,Drained strength characteristics of sands,Proc.ASCE,Soil Mechanics and Foundations Division,1967,93(6),117-141
[3.22]H.S.Yu,State parameter from self-boring pressuremeter tests in sand,J.Geotech.Engng.ASCE,1994,120(12),2118-2135
[3.23]Cotecchia F,Chandler R J.,A general framework for the mechanical behaviour of clays,Geotechnique,2000,50(4):431-447
[3.24]Ziegler,H.,An introduction to thermomechanics(2~(nd) edn),North Holland,:Amsterdam,1983
[3.25]Ziegler,H.Wehrli,C.The derivation of constitutive.relations from the free energy and the dissipation function.Advances in applied mechanics,1987,25,183-238
[3.26]Houlsby,G.T.,A study of plasticity theories and their applicability to soils,Ph.D.Thesis,University of Cambridge,1981
[3.27]Guo X,Zhao C.G,A thermomechanical damage framework for Constitutive models for rate-independent dissipative Geomaterials(part I ),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,January 2007,Advanced Technovation Limited,509 -515
[3.28]Guo X,Zhao C.G,Dual-surface damage model for natural clays within the thermomechanical framework(part II),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,January 2007,Advanced Technovation Limited,516-522
[3.29]Li X,Li X.S,characterization of microstructure of granular material,Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,2007,Advanced Technovation Limited,130-144.
[3.30]Houlsby,G,T.,Puzrin,A.M.,A thermomechanical framework for constitutive models for rate-independent dissipative materials,International Journal of Plasticity,2000,16,1017-1047
[3.31]Houlsby,G,T.,Puzrin,A.M.Rate-dependent plasticity models derived from potential functions,Journal of Rheology,2001,46,113-126
[3.32]Houlsby,G.T.,Amorosi,A.and Rojas,E.,Elastic module of soils dependent on pressure:a hyperelastic formulation,Geotechnique,2005.5,383-392
[3.33]Puzrin,A.M.,Houlsby,G,T.Fundamentals of kinematic hardening hyper plasticity,Int.J.Solids and Structures,.(2001b)38,3771-3794
[3.34]Puzrin,A.M.,Houlsby,G.T.,On the non-intersection dilemma in multi-surface plasticity.Geotechnique 2001c.51(4),369-372
[3.35]Puzrin,A.M.,Houlsby,G,T.A thermomechanical framework for rate-independent dissipative materials with internal functions,Int.J.Plasticity,(2001a).17,1147-1165
[3.36]Puzrin A.M.,Houlsby G.T.Fundamentals of kinematic hardening hyper plasticity.Int.J.Solids and Structures,2001,38:3771-3794
[3.37]Puzrin,A.M.,Houlsby,G,T.Rate-dependent hyperplasticity with internal functions,ASCE,Engineering Mechanics Div.,2003,29,3,252-263
[3.38]Collins,I.F,Houlsby,G.T.,Application of thermomechanical principles to the modeling of geomaterials.Proc.R.Soc.London Ser.1997,A 453,1975-2001
[3.39]Collins,I.F.,Kelly,A.,A thermomechanicalanalysis of a family of soil models,Geotechnique,2002,7,507-518
[3.40]Collins,I.F.& Hilder,T,A theoretical framework for constructing elastic/plastic constitutive models of triaxial tests,International journal for numerical analytical methods in Geomechanics,2002,26.1313-1347
[3.41]Collins,I.F.,Associated and Non- Associated Aspects of the constitutive laws for coupled Elastic/Plastic Materials,The international journal of geomechanics,2002.2.259-267
[3.42]Collins,I.E & B.Muhunthan.On the relationship between stress-dilatancy,and plastic dissipation for granular materials,Geotechnique,2003.7,611-618
[3.43]Collins,I.F.,The concept of stored plastic work for frozen elastic energy in soil mechanics,Geoteclmique,2005.5,373-382
[3.44]Collins,I.F.,On the mechanics of state parameter models for sands,in:G.Beer,J.R.Booker and J.Carter(eds.),Computer Methods and Advances in Geomechanics,Balkema,1,1991,593-599
[3.45]Collins,I.F.,Pender,M.J.and Wan,Y.,Cavity expansion in sands under drained loading conditions,Int.J.Numer.Anal.Meth.Geomech.,1992,16(1),3-23
[3.46]赵锡宏,孙红,罗冠威,损伤土力学,上海:同济大学出版社,2000
[3.47]J.Lemaitre,损伤力学教程,倪金刚,陶春虎译,北京:科学出版社,1996
[3.48]王竹溪,热力学(第二版)北京:北京大学出版社,2005
[3.49]余天庆,钱济成,损伤理论及其应用,北京:国防工业出版社,1993
[3.50]李国琛,耶纳.M,塑性大应变微结构力学,北京:科学出版社,1993
[3.51]葛修润,任建喜,蒲毅彬,马巍,孙红,岩土损伤力学宏细观试验研究,北京:科学出版社,2004
[4.1]Burland,J.B,On the compressibility and shear strength of natural clays.Gcotechinque,1990,40(3):329-378
[4.2]Schofield,A.N.,and Wroth,C.Critical state soil mechanics,McGraw-Hill,London,UK.1968
[4.3]Pastor M,Zienkiewicz O C,Chan A H C,Generalized plasticity and the modelling of soil behaviour,Int.J.Numer.Analyt.Meth.Geomech.,1990.14(3):151-190
[4.4]Nakai.T,Hinikio.M.A simple elastoplastic model or normally and over consolidated soils with unified material parameters,Soils and foundation,2004,44(2):53-70.
[4.5]Hardin,B.O.,Crushing of soil particles,Journal of Geotechnical Engineering,ASCE,1985,111(10):1177-1192.
[4.6]Kimoto.S,Oka.F.A elasto-viscoplastic model for clay considering destructuralization and consolidation analysis of unstable behavior,2005,45(2):29-42.
[4.7]Iwan W D.On a class of models for the yielding behavior of continuous and composite system,Journal of Applied Mechanics,ASME,1967,34(E3):612-617
[4.8]Meimon Y,Tan C H,A new double hardening model for soils under cyclic loading,Numerical Models in Geomechanics,edited by S.Pietruszczak and G N.Pande,Elsevier Science Publishers Ltd,1989:28-35
[4.9]Poorooshasb H B,Pietruszczak S.On yielding and flow of sand,a generalized two-surface model,Computers and Geotechnics,1985,1(1):33-58
[4.10]Manzari M T,Dafalias Y F,A critical state two-surface plasticity model for sands,Geotechnique,1997:47(2):255-272
[4.11]Li T,Meissner H,Two-surface plasticity model for cyclic undrained behavior of clays,Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2002,128(7):613-626
[4.12]Hashiguchi K,Two- and three-surface models of plasticity,Proceedings of The Fifth International Conference on Numerical Methods in Geomechanics,Nagoya,1985:285-292
[4.13]Krieg R D,A practical two surface plasticity theory,Journal of Applied Mechanics,ASME,1975,42(3):641-646
[4.14]Aubry D,Hujeux J C,Lassoudiere F,Meimon Y,A double memory model with multiple mechanisms for cyclic soil behaviour,Proceedings of The International Symposium on Numerical Models in Geomechanics,Zurich,1982:3-13
[4.15]Prevost J H,Keane C M,Multimechanism elasto-plastic model for soils,Journal of Engineering Mechanics,ASCE,1990,116(9):1924-1944
[4.16]Manzari M T,Dafalias Y F,A critical state two-surface plasticity model for sands,Geotechnique,1997,47(2):255-272
[4.17]Prevost J H,Keane C M,Multimechanism elasto-plastic model for soils,Journal of Engineering Mechanics,ASCE,1990,116(9):1924-1944
[4.18]赵成刚等主编,土力学原理,北京:清华大学出版社&北京交通大学出版社,2004
[4.19]龚晓南编著,土塑性力学(第二版)杭州:浙江大学出版社,1999
[4.20]Hashiguchi K,Subloading surface model in unconventional plasticity,International Journal of Solids and Structures,1989,25(8):917-945
[4.21]Asaoka A,Nakano M,Noda T,Superloading yield surface concept for highly structured soil behavior,Soils and Foundations,2000,40(2):99-109
[4.22]Lubliner J.,On the thermodynamic foundation of non-linear solid mechanics,International Journal of Non-Linear Mechanics,1972,7:237-254
[4.23]Chandler H.W,Homogeneous and localized deformation in granular materials:a mechanistic model.Int.J.Engng.Sci.1990,28(8):719-734
[4.24]Houlsby,G,T.,Puzrin,A.M.,A thermomechanical framework for constitutive models for rate-independent dissipative materials,International Journal of Plasticity,2000,16,1017-1047
[4.25]Collins,I.F.,Kelly,A.A thermomechanical analysis of a family of soil models.Geotechnique 2002,7:507-518
[4.26]Baudet,B,Stallebrass,S.A constitutive model for structured clays,Geotechnique 2004,54(4):269-278
[4.27]Kavvadas,M,Amorosi,A.A constitutive model for structured soils,Geotechnique 2000,50(3):263-273
[4.28]Bardet J Bounding surface plasticity model for sands,Journal of Engineering Mechanics,ASCE,1986,112(11):1198-1217
[4.29]Kolymbas D,Herle I,Von Wolffersdorff P A,Hypoplastic constitutive equation with internal variables,Int.J.Numer.Analyt.Meth.Geomech.,1995,19(6):415-436
[4.30]Guo X,Zhao C.G,A thermomechanical damage framework for Constitutive models for rate-independent dissipative Geomaterials(part I ),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong, 2007,Advanced Technovation Limited,509 -515
[4.31]Guo X,Zhao C.G,Dual-surface damage model for natural clays within the thermomechanical framework(part II),Proceeding of the International Workshop on Constitutive Modelling -Development,Implementation,Evaluation,and Application,Hong Kong,2007,Advanced Technovation Limited,516-522
[4.32]徐芝纶,弹性力学(第三版)北京:高等教育出版社,1990
[4.33]王勖成,邵敏编著,有限单元法基本原理和数值方法(第二版),北京:清华大学出版社,1997
[4.34]Simo JC,Hughes TJR.Computational Inelasticity.Springer:New York,1998
[4.35]Zienkiewicz OC,Taylor RL.Finite Element Method:Volume 2)Solid Mechanics(5th edn).Butter worth Heinemann:London,2000
[4.36]Borja RI,Tamagnini C,Amorosi A.Coupling plasticity and energy-conserving elasticity models for clays.Journalof GeotechnicalandOeoenvirunmentalEngineering1997,123(10):948-957
[4.37]Ortiz M,Popov E Accuracy and stability of integration algorithms for elasto-plastic constitutive relations.International Journal for Numerical Methods in Engineering 1985,21:1561-1576
[4.38]Potts DM,Gens A.A critical assessment of methods of correcting for drift from the yield surface in elasto-plastic finite element analysis.Int.J.Numer.Analyt.Meth.Geomech.1985,9:149-159
[4.39]Mattsson H,Axelsson K,Klisinski M.A method to correct yield surface drift in soil plasticity under mixed control and explicit integration.Int.J.Numer.Analyt.Meth.Geomech.,1997,21:175-197
[5.1]陈惠发,土木工程材料的本构方程(第二卷塑性与建模),余天庆等译,武汉:华中科技大学出版社,2001
[5.2]钱家欢,殷宗泽,土工原理与计算(第二版),北京:中国水利水电出版社,1996
[5.3]Van Eekelen,H.A.M,Isotropic yield surfaces in three dimensions for use in soil mechanics.Int.J.Num.Anal.Meth.Geomech.1980,4,89-101
[5.4]Lade V.,Duncan J M.Cubical triaxial tests on cohesionless soil,Journal of the soil mechanics and foundations division,ASCE,1972,SM(10):793-812
[5.5]Lade,V.Elasto-plastic stress-strain theory of cohesionless soil with curved yield surface,Int.J.Solids and Structure,1977,13(1),1019-1035
[5.6]Kirkgard,M.M.,Lade P.V.,Anisotropic three-dimensional behavior of a normally consolidated clay,Can.Geotech.,1993,30:848-858
[5.7]Mroz Z,On the description of anisotropic work hardening,Journal of the Mechanics and Physics of Solids,1967,15(3):163-175
[5.8]Kabilamany K,Ishihara K,Stress dilatancy and hardening laws for rigid granular model of sand,Soil Dynamics and Earthquake Engineering,1990,9(2):66-77
[5.9]姚仰平,路德春,周安楠,邹博,广义非线性强度理论及其变换应力空间,中国科学E, 2004,34(11):1283-1299
[5.10]姚仰平,路德春,周安楠,岩土类材料的变换应力空间及其应用,岩土工程学报,2005,27(1):24-29
[5.11]Matsuoka H,Stress-strain relationships of sands based on the mobilized plane,Soils and Foundations,1974,14(2):47-61
[5.12]Matsuoka,H.,Nakai,T,Stress-deformation and strength characteristic of soil under three different principal stresses.Proc.JSCE,1974,232,59-70
[5.13]Matsuoka H,On the significance of the“spatial mobilized plane",Soils and Foundations,1976,16(1):91-100
[5.14]Mastuoka H,Nakai T,Stress-deformation and strength characteristic of soil under three different principal stress,Proceeding of JSCE,1984,232:59-70
[5.15]Mastuoka H,Yao,Y-P,Sun D-A,The cam-clays models revised by the SMP criterion,Soils and foundations,1999,39:81-95
[5.16]孙德安,姚仰平,粒状材料的一个实用弹塑性模型,岩石力学与工程学报,2002,21(8):1147-1152
[5.17]俞茂宏,何丽南,宋凌宇,双剪应力强度理论及其推广,中国科学A辑,1985,12:1113-1120
[5.18]俞茂宏,何丽南,刘春阳,广义双剪应力屈服准则及其推广,科学通报,1992,37(2):182-185
[5.19]俞茂宏,双剪理论及其应用,北京,科学出版社,1998
[5.20]俞茂宏,岩土类材料的统一强度理论及其应用,岩土工程学报,1994,6(2):1-10
[5.21]Dafalias Y F,Popov E P,A model of nonlinearly hardening materials for complex loading,Acta Mechanica,1975,210):173-192
[5.22]Prevost J H,Anisotropic undrained stress-strain behavior of clays,Journal of the Geotechnical Engineering Division,ASCE,1978,104(GT8):1075-1090
[5.23]Mroz Z,Norris V A,Zienkiewicz O C,Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils,Geotechnique,1979,29(1):1-34
[5.24]Yao Y P,Sun D A.Application of Lade's criterion to Cam-clay model.J Eng Mech,ASCE,2000,126(1):112-119
[5.25]Arthur,J.R.F.and Menzies,B.K.,Inherent anisotropy in sand.Geotechnique,1972,22(1),115-128
[5.26]Arthur,J.R.F.,Dunstan,T.,Al-Ani,Q.,and Assadi,A.,Plastic deformation and failure of granular media.,Geotechnique,1977,27(1),53-74
[5.27]Lade,V.and Duncan,J.M.,Cubic triaxial tests on cohesionless soil.Journal of the soil mechanics and foundations division,1973,99,SM 10,793-812
[5.28]Lade P V,Musante M.Three-dimensional behavior of remolded clay.J Geotech Eng Div,ASCE,1978,104(2):193-209
[5.29]Lade,V.and Kim,M.K.,Single hardening constitutive model for frictional materials-Yield criterion and plastic work contours.Computer and Geotechnics,1988a,6,13-29
[5.30]Lade,V.and Kim,M.K.,Single hardening constitutive model for frictional materials.I.-Comparisons with experimental data.,Computer and Geotechnics,1988b,6,31-47
[5.31]Andrei Abelev,Cross-anisotropic behavior of granular materials under three-dimensional loading conditions,Ph.D.Thesis,The Johns Hopkins University,2001
[5.32]Prevost J H,Anisotropic undrained stress-strain behavior of clays,Journal of the Geotechnical Engineering Division,ASCE,1978,104(GT8):1075-1090
[5.33]Anandarajah,A.,Dafalias,Bounding surface plasticity:application to anisotropic cohesive soils.Jorrrnal of engineering mechanics.ASCE,1986,112(12),1292-1318
[5.34]Baker,R.and Desai,C.S.,Induced anisotropy during plastic straining.International journal of numerical and and analytical methods in geomechanics,1984,8,167-185
[5.35]Lo,K.Y & Morin,J.P,Strength anisotropy and time effects of two sensitive clays,Can.Geotech.J.1972,9(3),261-277
[6.1]Schofield,A.N.and Wroth,C,Critical state soil mechanics,Mc Graw Hill,London GB,1968
[6.2]Prevost,J.H.,Plasticity theory for soil stress-strain behavior.Journal of engineering mechanics division ASCE,1978,107,GT2,143-165
[6.3]Krizek,R J,Fabric effect on strength and deformation of Kaolin clay,Proc.9 th ICSMFE,1977,1,169-197
[6.4]Sergeyer,E.M.& Osipov,V.I.,Structural aspects of shearing resistance of clays.Proc.9 th ICSMFE,1977,1,293-294
[6.5]Duncan,J.M.& Seed,H.D.Anisotropy and stress reorientation in clay,J.Soil Mech.Fdn Engng D.V.Am.Soc.Civ.Engrs.1992,SM 5:21-50
[6.6]Anandarajah A.& Kuganenthira N.Some aspects of fabric anisotropy of soil,Geotechnique,1995,45(1):69-81
[6.7]赵成刚等主编,土力学原理,北京:清华大学出版社＆北京交通大学出版社,2004
[6.8]Pestana,J.M.and Whittle,A.J.,Formulation of a unified constitutive model for clays and sands.Int.J.Numer.Anal.Methods Geomech.,1999,23,1215-1243
[6.9]Tejchman,J.and Wu,W.,Numerical simulation of shear band formation with a hypoplastic constitutive model.,Computers and geotechnics,1996,18(1),71-84
[6.10]蒋明镜,沈珠江,.Microscopic analysis of shear band in structural clay,岩土工程学报,1998,20(2):102-107
[6.11]Hill,R.On constitutive macro-variables for heterogeneous solids at finite strain.Proc.Roy.Soc.Lond.1972,A326,p131-147
[6.12]Nakai T,Fujii J,Taki H,Kinematic extension of an isotropic hardening model for sand,Numerical Models in Geomechanics,edited by S.Pietruszczak and G.N.Pande,Elsevier Science Publishers Ltd,1989:36-45
[6.13]Hashiguchi K,Chen Z P,Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening,Int.J.Numer.Analyt.Meth.Geomech.,1998,22(3):197-227
[6.14]Matsuoka H,Suzuki Y,Murata T,A constitutive model for soils evaluating principal stress rotation anditsapplicationto some deformationproblems,SoilsandFoundations,1990,30(1):142-154
[6.15]Dienes,J.K.On the analysis of rotation and stress state in deforming bodies.Acta Mechanica,1979,32,217-232
[6.16]Yang,W.,Cheng,L,Hwang,K.C.,Objective corotational rates and shear oscillation.Int.J.Plast.,1992,8,643-656
[6.17]Towhata I,Ishihara K,Modelling soil behavior under principal stress axes rotation,Proceedings of The Fifth International Conference on Numerical Methods in Geomechanics,Nagoya,1985:523-530
[6.18]Mroz Z,Norris V A,Zienkiewicz O C,Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils,Geotechnique,1979,29(1):1-34
[6.19]Yu,S.and Dakoulas,General stress-dependent elastic moduli for cross anisotropic soils,Journal of geotechnical engineering,ASCE,1993,119,10,1568-1586
[6.20]Lo Presti,D.C.F,and O'Neill,D.A.Laboratory investigation of small strain modulus anisotropy in sands.,Proc.,ISOCCTI,Clarkson Univ.,Potsdam,N.Y.,Huang,ed.,Elsevier,Hew York,1991,213-224
[6.21]Pietruszczak,S.T.and Mroz,Z.,On hardening anisotropy of Ko-consolidated clays.,Int.J.Numer.Anal.Methods Geomech.,1983,7,19-38
[6.22]Schanz,T.and Vermeer,A.,Angles of friction and dilatancy of sand.Geotechnique,1996,46,1,145-151
[6.23]Wu,W.,Non-linear analysis of shear band formation in sand.Int.J.Numer.Anal.Methods Geomech.,Iiltenzaliotzal,2000,24,245-263
[6.24]Pietruszczak,S.and Pande,G.N.,Description of soil anisotropy based on multilaminate framework.,Int.J.Numer.Anal.Methods Geomech.,2001,25,197-206
[6.25]Wu,W.,Rational approach to anisotropy of sand.,Int,J.Numer.Anal.Methods Geomech.,1998,22,921-940
[6.26]Lings,M.L.,Pennington,D.S.,and Nash,D.F.T,Anisotropic stiffness parameters and their measurement in a stiff natural clay.,Geotechnique,2000,50(2),109-125
[6.27]Majors,and Krempl,E.Comments on induced anisotropiy,the Swift effect and finite deformation inelatsticty,Mech.Res.Comm.,1994,21,465
[6.28]Parkin,A.K.,Gerrard,C.M.,and Willougby,D.R.,Discussion on deformation of sand in shear.Journal of soil mechanics and foundations division ASCE,1968,94,SMI,336-340
[6.29]Wu,W.and Niemunis,A,Beyond failure in granular materials,Int.J.Numer.Anal.Methods Geomech.,1997,21,153-174
[6.30]I.F.Collins,T Hilder,A theoretical framework for constitutive elastic/plastic constitutive models of triaxial tests,Int.J.Numer.Anal.Methods Geomech.,2002,26:1313-1347
[6.31]Andrei Abelev,Cross-anisotropic behavior of granular materials under three-dimensional loading conditions,Ph.D.Thesis,The Johns Hopkins University,2001
[6.32]Peters,J F.,Lade,V.,and Bro,A.,Shear band formation in triaxial and plane strain tests.Advanced triaxial testing of soil and rock,ASTM,1988,STP 977,604-627
[6.33]Li X S,Dafalias Y F,Wang Z L,State-dependent dilatancy in critical-state constitutive modelling of sand,Canadian Geotechnical Journal,1999,36(4):599-611
[6.34]Chan,C.S and Misra,A.et al.,Micromechanical modelling of cemented sand under low amplitude oscillations,Geotechnique,1990,40,251-263
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |