层状盐岩变形机理及非线性蠕变本构模型
|
摘要
由于盐岩具有良好的密封性、低渗透性、良好的蠕变行为和损伤自愈合性,使得盐岩构造已被国际上公认为石油、天然气储存和高放射性废物处置的理想场所。我国层状盐岩的基本赋存特点是“盐岩层数多,单层厚度薄,盐岩体中一般含有众多夹层(如泥岩层等)的独有特点”,在这种层状盐岩中实施能源储存与国外成熟的盐岩储存技术相比,将更具复杂性。本论文针对层状盐岩体当前广泛关心的差异变形问题和层状两相复合不均匀介质问题,结合湖北省盐岩层的沉积特点,对层状盐岩力学特性,变形机理,本构模型及储库运营中的长期稳定性问题进行研究,主要开展了以下几个方面的工作:
1.层状盐岩力学特性试验研究:通过对湖北云应盐矿盐岩层,泥岩夹层开展单三轴压缩实验、单三轴蠕变实验,获得了其相应的力学参数,将湖北云应与江苏金坛等地盐岩单三轴压缩应力应变全过程特征、强度特征和蠕变力学特性对比分析;将湖北云应含硬石膏夹层与江苏金坛含软泥岩夹层成分,分布和蠕变力学特性进行对比;对层状盐岩界面进行微观分析和对界面的作用进行分析。
2.层状盐岩因弹性参数不匹配产生的变形问题进行研究:借助于数值试验方法对含泥岩夹层层状盐岩体力学和变形性质进行ABAQUS有限元分析,在考虑盐岩层中含不同厚度夹层和不同力学参数夹层时,研究层状盐岩在单三轴压缩条件下因弹性参数不匹配产生的细观应力和位移场,研究应力集中问题和差异变形机理。
3.层状盐岩因蠕变率不匹配产生的变形问题进行研究:用有限元方法对不同夹层含量层状盐岩在单轴压缩和低围压三轴压缩下蠕变力学响应进行计算,分析在蠕变过程中层状盐岩界面处的应力松弛,应力重分布和应变变化规律,研究层状盐岩中盐岩层和夹层在蠕变过程中相互作用规律和非线性蠕变性质,进而研究不同泥岩夹层含量对层状盐岩蠕变力学特性的影响。
4.建立层状盐岩体各向异性非线性蠕变增量型本构模型:运用细观力学分析方法和应变协调原理,通过考虑泥岩夹层弹性性质、盐岩弹性性质及蠕变力学特性和各相相对体积含量推导建立了层状盐岩体各向异性非线性蠕变增量型本构模型,运用有限元增量迭代算法和FORTRAN语言将建立的本构模型编写成子程序嵌入ABAQUS软件中进行二次开发,并对本构模型进行试验验证和讨论。
5.层状盐岩溶腔长期稳定性分析:运用上述建立的层状盐岩体各向异性非线性蠕变本构模型对湖北云应盐矿拟建储油库、储气库进行长期稳定性分析,分析层状盐岩溶腔在在不同运行压力和不同流变年限下储库腔周变形规律和应力分布特征、以及位移分布规律,对层状盐岩溶腔储库的建造和运营提供参考。
Salt rock is recognized as an ideal medium for energy storage or high radioactive wastes permanent disposal because salt rock have especial characteristic such as well creep deformation, low permeability and damage recovery. Bedded salt rock in China has the unique characteristics, "many layers of salt rock, the thin single-layer , salt rock in general contains many sandwich(mudstone, etc.) ", energy storage in the bedded salt rock will be more complex than abroad. This paper mainly considers the current two issues concerned widespreadly for bedded salt rock: the layered, heterogeneous lithology and differential deformation, creep between individual layers. In connection with sedimentary characteristics of salt rock in Yincheng city, HuBei , the mechanical properties of bedded salt rock, deformation mechanism, constitutive model and key mechanical issues in energy storage are studied, the main work are included as follows:
1. Experimental study for the mechanical properties of bedded salt rock: uniaxial-triaxial compression test, uniaxial-triaxial creep test are performed to obtain the corresponding mechanical parameters, Comparison about stress and strain characteristics, the strength parameter and creep mechanical properties under uniaxial-triaxial compression between Yincheng salt rock and Jintan salt rock are presented, the microscopic analysis and the interface role of bedded salt rock are carried out.
2. The deformation problem of bedded salt rock due to elastic parameters mismatch are studied: with the help of numerical experiment, the mechanics and deformation properties of bedded salt rock are analyzed with the finite element software ABAQUS, the micro-stress and displacement, stress concentration problems and the interaction mechanism are studied in the bedded salt rock with different thickness and different mechanical parameters under uniaxial-triaxial compressive loadings.
3. The deformation problem of bedded salt rock due to creep rate mismatch are studied: creep mechanical response for bedded salt rock with different content interlayers under uniaxial compression and triaxial compression with low confining pressure with the finite element method are calculated, stress relaxation, stress redistribution and evolution of stress and strain are analyzed in the bedded salt rock, the interaction and nonlinear creep properties of bedded salt rock are studied, and then the effect of different content mudstone on creep mechanical properties of bedded salt rock are studied.
4. The anisotropic nonlinear incremental creep constitutive model of bedded salt rock is established: based on the micromechanical method and strain compatibility principle, considering the elastic behavior of mudstone interlayers, elastic and creep behavior of salt rock, an anisotropic incremental nonlinear composite creep constitutive model of bedded salt rock is derived, the new model is rewritten to be a subroutine with fortran language and incremental-substituting algorithm, and then the model is introduced into finite element software ABAQUS, as a example, a simple bedded salt rock sample is modeled to verify the composite model, the result is agreed with the experiment.
5. Long term stability analysis for bedded salt rock cavern: the above proposed anisotropic nonlinear creep constitutive model of bedded salt rock is applied to analyze the stability of the oil, gas storage cavern in the bedded salt rock in Hubei yunying city in this section, stress distribution, displacement vector image of bedded salt rock cavern are analyzed under different pressure and different creep time, these will give the reference for the building and operation of bedded salt rock cavern.
1.层状盐岩力学特性试验研究:通过对湖北云应盐矿盐岩层,泥岩夹层开展单三轴压缩实验、单三轴蠕变实验,获得了其相应的力学参数,将湖北云应与江苏金坛等地盐岩单三轴压缩应力应变全过程特征、强度特征和蠕变力学特性对比分析;将湖北云应含硬石膏夹层与江苏金坛含软泥岩夹层成分,分布和蠕变力学特性进行对比;对层状盐岩界面进行微观分析和对界面的作用进行分析。
2.层状盐岩因弹性参数不匹配产生的变形问题进行研究:借助于数值试验方法对含泥岩夹层层状盐岩体力学和变形性质进行ABAQUS有限元分析,在考虑盐岩层中含不同厚度夹层和不同力学参数夹层时,研究层状盐岩在单三轴压缩条件下因弹性参数不匹配产生的细观应力和位移场,研究应力集中问题和差异变形机理。
3.层状盐岩因蠕变率不匹配产生的变形问题进行研究:用有限元方法对不同夹层含量层状盐岩在单轴压缩和低围压三轴压缩下蠕变力学响应进行计算,分析在蠕变过程中层状盐岩界面处的应力松弛,应力重分布和应变变化规律,研究层状盐岩中盐岩层和夹层在蠕变过程中相互作用规律和非线性蠕变性质,进而研究不同泥岩夹层含量对层状盐岩蠕变力学特性的影响。
4.建立层状盐岩体各向异性非线性蠕变增量型本构模型:运用细观力学分析方法和应变协调原理,通过考虑泥岩夹层弹性性质、盐岩弹性性质及蠕变力学特性和各相相对体积含量推导建立了层状盐岩体各向异性非线性蠕变增量型本构模型,运用有限元增量迭代算法和FORTRAN语言将建立的本构模型编写成子程序嵌入ABAQUS软件中进行二次开发,并对本构模型进行试验验证和讨论。
5.层状盐岩溶腔长期稳定性分析:运用上述建立的层状盐岩体各向异性非线性蠕变本构模型对湖北云应盐矿拟建储油库、储气库进行长期稳定性分析,分析层状盐岩溶腔在在不同运行压力和不同流变年限下储库腔周变形规律和应力分布特征、以及位移分布规律,对层状盐岩溶腔储库的建造和运营提供参考。
Salt rock is recognized as an ideal medium for energy storage or high radioactive wastes permanent disposal because salt rock have especial characteristic such as well creep deformation, low permeability and damage recovery. Bedded salt rock in China has the unique characteristics, "many layers of salt rock, the thin single-layer , salt rock in general contains many sandwich(mudstone, etc.) ", energy storage in the bedded salt rock will be more complex than abroad. This paper mainly considers the current two issues concerned widespreadly for bedded salt rock: the layered, heterogeneous lithology and differential deformation, creep between individual layers. In connection with sedimentary characteristics of salt rock in Yincheng city, HuBei , the mechanical properties of bedded salt rock, deformation mechanism, constitutive model and key mechanical issues in energy storage are studied, the main work are included as follows:
1. Experimental study for the mechanical properties of bedded salt rock: uniaxial-triaxial compression test, uniaxial-triaxial creep test are performed to obtain the corresponding mechanical parameters, Comparison about stress and strain characteristics, the strength parameter and creep mechanical properties under uniaxial-triaxial compression between Yincheng salt rock and Jintan salt rock are presented, the microscopic analysis and the interface role of bedded salt rock are carried out.
2. The deformation problem of bedded salt rock due to elastic parameters mismatch are studied: with the help of numerical experiment, the mechanics and deformation properties of bedded salt rock are analyzed with the finite element software ABAQUS, the micro-stress and displacement, stress concentration problems and the interaction mechanism are studied in the bedded salt rock with different thickness and different mechanical parameters under uniaxial-triaxial compressive loadings.
3. The deformation problem of bedded salt rock due to creep rate mismatch are studied: creep mechanical response for bedded salt rock with different content interlayers under uniaxial compression and triaxial compression with low confining pressure with the finite element method are calculated, stress relaxation, stress redistribution and evolution of stress and strain are analyzed in the bedded salt rock, the interaction and nonlinear creep properties of bedded salt rock are studied, and then the effect of different content mudstone on creep mechanical properties of bedded salt rock are studied.
4. The anisotropic nonlinear incremental creep constitutive model of bedded salt rock is established: based on the micromechanical method and strain compatibility principle, considering the elastic behavior of mudstone interlayers, elastic and creep behavior of salt rock, an anisotropic incremental nonlinear composite creep constitutive model of bedded salt rock is derived, the new model is rewritten to be a subroutine with fortran language and incremental-substituting algorithm, and then the model is introduced into finite element software ABAQUS, as a example, a simple bedded salt rock sample is modeled to verify the composite model, the result is agreed with the experiment.
5. Long term stability analysis for bedded salt rock cavern: the above proposed anisotropic nonlinear creep constitutive model of bedded salt rock is applied to analyze the stability of the oil, gas storage cavern in the bedded salt rock in Hubei yunying city in this section, stress distribution, displacement vector image of bedded salt rock cavern are analyzed under different pressure and different creep time, these will give the reference for the building and operation of bedded salt rock cavern.
引文
[1]雍自权,翟中华,刘树根等. 世界石油天然气战略综述[J],天然气工业,2004,24(2):1-4
[2]P.Berest, B.Brouard and G.durup. Behavior of sealed solution-mined caverns In: Edited by G. Barla, Proc.EURock’96 on prediction and performance in rock menchanics and rock engineering, Torino. Balkema, Rotterdam,1996:1127-1131.
[3]Ph. Consenza, M.Ghoreychi et al, in situ rock permeability measurement for long term safety assessment of storage[J], Int. J. Rock Mech. Min. Sci. 1999 Vol.24:509-526.
[4]Ph.Consenza, M.Ghoreychi et al, Effect of added fluids on mechanical behavior of rock salt. Proc. 1998 Euroconference on Pore pressure, scale effects and the deformation of rocks. Aussois, France,1998.
[5]P.A.Fokker, the behavioer of salt and salt caverns. Prodfschrift,technische Universiteit Delft, 1995:143.
[6]Kerry L. DeVries,Kirby D. Mellegard,Gary D. Callahan,William M. Goodman. CAVERN ROOF STABILITY FOR NATURAL GAS STORAGE IN BEDDED SALT[R], FINAL REPORT, March 2005,Contract DE-FG26-02NT41651 RESPEC P.O. Box 725 Rapid City, South Dakota 57709
[7]G.Han, M.S.Bruno, K.Lao, and J.Young, Gas Storage and Operations in Single-Bedded Salt Caverns: Stability Analyses, Source SPE Gas Technology Symposium, 15-17 May 2006, Calgary, Alberta, Canada.
[8]刘江.层状盐岩力学特性试验研究及理论分析[D]. 硕士学位论文. 武汉:中国科学院武汉岩土力学研究所. 2006.
[9]Chunhe Yang(2000) , Time-dependent Behavior of Rock Salt-Experimental Investigation and Theoretical Analysis[D],Ph.D.Dissertation,University of Nevada,Reno.
[10]Yang Chunhe, Daemen.J J K, Yin Jianhua, Experimental investigation of creep behavior of salt rock[J]. International Journal of Rock Mechanics and Mining Science,1999,36(2):233～242
[11]Thawatchai Plookphol.Similarity and Scaling Properties in Dislocation Microstructures Generated during High-Temperature Load Relaxation and Creep of Rock Salt and San Carlos Olivine Single Crystals.[Ph.D.Dissertation].University of Wisconsin-Madison.2001
[12]吴文.盐岩的静、动力学特性实验研究与理论分析[D],博士论文.武汉:中科院武汉岩土力学研究所.2002
[13]Kerry L.DeVries , Kirby D. Mellegard , Gary D. Callahan. SALT DAMAGE CRITERION PROOF-OF-CONCEPT RESEARCH , FINAL REPORT , November 2002 , Contract DE-FC26-00NT41026,RESPEC
[14]Michael S. Bruno, PhD. PE,Geomechanical Analysis and Design Considerations for Thin-Bedded Salt Caverns,Final Report,June 15th, 2005
[15]陈锋 盐岩力学特性及其在储气库建设中的应用研究[D]. 博士学位论文. 武汉:中国科学院武汉岩土力学研究所. 2006.
[16]Jishan Jin and N.D.Cristescu, AN ELASTIC/VISCOPLASTIC MODEL FOR TRANSIENT CREEP OF ROCK SALT[J], International Journal of Plasticity, Vol. 14, Nos. 1-3, pp. 85-107, 1998
[17]刘新荣,鲜学福,马建春. 三轴应力状态下盐岩力学性质试验研究[J],地下空间, 2004,24(2):153～165
[18]杨春和,白世伟,吴益民.应力水平及加载路径对盐岩时效的影响[J].岩石力学与工程学报,2000,l9(3):270～275
[19]杨春和,曾义军,吴文等 深层盐岩本构关系及其在石油钻井工程中的应用研究[J] 岩石力学与工程学报, 2003,22(10): 1678～1682
[20] 陈剑文 , 杨春和 , 高小平等 . 盐岩温度与应力耦合损伤研究 [J]. 岩石力学与工程学报 , 2005,24(11):1986～1991
[21]V.A.Asanov and I.L.Pan’kov(2004),Deformation of salt rock joints in time[J],Journal of Mining Science.Vol.40.No.4,2004
[22]孙钧, 汪炳镧 编著. 地下结构有限元解析[M]. 同济大学出版社,1988
[23]Munson D.E. Constitutive model of creep in rock salt applied to underground room closure[J].International Journal of Rock Mechanics and Mining Sciences.1997 34/2(233～247)
[24]Chan K S . A damage mechanics treatment of creep failure in rock salt[J] International Journal of Damage Mechanics,1997(6):122～l52
[25]K.S.Chan,S.R.Bodner,D.E.Munson,Treatment of anisotropic damage development within a scalar damage formulation[J],Computational Mechanics. 19(1997)522～526
[26]P.Weidinger,A.Hampel,W.Blum.U.Hunshe,Creep behaviour of natural rock salt and its description with the composite model[J],Materials Science and Engineering, A234-236(1997)646～648
[27]Guijun Wang. A new constitutive creep-damage model for salt rock and its characteristics. J. Rock Mech. Min. Sci.Vol.41,No.3,CD-ROM. SINOROCK2004 Symposium
[28]Zhengmeng Hou,Mechanical and hydraulic behavior of rock salt in the excavation disturbed zone around underground facilities[J], International Journal of Rock Mechanics & Mining Sciences,40(2003): 725～738
[29]杨春和,陈锋,曾义金 盐岩蠕变损伤关系研究[J],岩石力学与工程学报, 2002,21(11):1602～1604
[30]高小平,杨春和,吴文. 盐岩时效特性实验研究[J].岩土工程学报, 2005,27(5):558～561
[31]刘绘新,张鹏,盖峰. 四川地区盐岩蠕变规律研究[J] 岩石力学与工程学报 2002,21(9):1290～1294
[32]Stefan Heusermann, Olaf Rolfs , Uwe Schmidt,Nonlinear finite-element analysis of solution mined storage caverns in rock salt using the LUBBY2 constitutive model[J],Computers and Structures,81 (2003) 629-638
[33]王贵君. 盐岩层中天然气存储洞室围岩长期变形特征[J], 岩土工程学报,2003, 25(4): 431-435
[34]侯正猛,吴文.利用 Hou/Lux 本构模型考虑蠕变破坏标准和损伤改进盐岩储存硐库的设计[J],岩土工程学报 2003,25(1):105~108
[35] 陈卫忠,伍国军,戴永浩,杨春和. 废弃盐穴地下储气库稳定性研究[J],岩石力学与工程学报,2006,25(4):848~854
[36]刘新荣,许江,姜德义,鲜学福. 盐岩溶腔围岩地应力场有限元分析--计算模型与分析方法,试验研究[J],化工矿物与加工,2000 年第 1 期
[37]Mr.Kitcha Klayvimut,MECHANICAL PERFORMANCE OF UNDERGROUND EXCAVATION IN ROCK SALT FORMATION FOR NUCLEAR WASTE REPOSITORY IN NORTHEASTERN THAILAND,A Thesis,Geotechnology Suranaree University of TechnologyAcademic Year 2003
[38]M.langer,S.Heusermann,Geomechanical stability and integrity of waste disposal mines in salt structures[J],Engineering Geology 61(2001) 155-161
[39]吴文,侯正猛,杨春和 盐岩中能源(石油和天然气)地下储存库稳定性评价标准研究[J], 岩石力学与工程学报. 2005, 24(14): 2497~2505
[40]Richard E. Goodman. Introduction to Rock Mechanics, Second Edition[M].John Wiley&Sons. 1987.
[41]肖树芳等著.岩体力学[M].北京:地质出版社,1987.
[42]孙广忠著.岩体力学基础[M].北京:科学出版社,1983.
[43]沈明荣主著.岩体力学[M].上海:同济大学出版社,1993.
[44]张玉军,刘谊平. 层状岩体的三维弹塑性有限元分析[J]. 岩石力学与工程学报,2002,21(11): 1615-1619
[45]鲜学福,谭学术. 层状岩体破坏机理分析[M],重庆:重庆大学出版社,1989
[46]刘立. 层状复合岩石损伤本构关系与断裂破坏准则及工程应用研究[D]. 博士学位论文. 重庆:重庆大学. 2000.
[47]李新平,宋桂红,陈先仿等. 锚固岩体复合材料力学性质的数值模拟研究[J]. 武汉理工大学学报2006,28(4):79-86
[48]易成,张亮,陈忠辉,谢和平. 轴向受压两体力学模型相互作用的试验研究[J]. 岩土力学,2006, 27(4): 571-576
[49]刘彬. 软硬相间层状岩体变形参数理论研究及工程应用[D]. 硕士学位论文. 成都:成都理工大学. 2006.
[50]Yong Ming Tien, Ming Chuan Kuo. A failure criterion for transversely isotropic rocks[J]. International Journal of Rock Mechanics & Mining Sciences 38(2001)399-412
[51]M.Hakalaa, H.Kuulab, J.A.Hudson. Estimating the transversely isotropic elastic intact rock properties for in situ stress measurement data reduction: A case study of the Olkiluoto mica gneiss, Finland ,International Journal of Rock Mechanics & Mining Sciences 44 (2007) 14–46
[52]Lekhnitskii SG. Theory of Elastcity of an Anisotropic Elastic Body[M].San Franicesco. Holdenn Daty Inc. 1963.
[53] Lekhnitskii SG. Theory of an Anisotropic Body[M].Moscow, Mir Publishers, 1987.
[54]Pinto,1. J. Stress and strain in an anisotropic-orthotropic body. Proc. First Cong of the Int. Soc. For Rock Mech., Lisbon, 1966.
[55]Wardle,L .J., Gerrard, C .M . The"equivalent" anisotropic properties of layered rock and soil masses. Int.J. Rock Mech. Min. Sci.,1972(4):155-175.
[56]Salaman, M. D. G. Elastic Moduli of A stratified Rock Mass. lnt. J. Rock Mech. Min.Sci, 1968;5:519-527.
[57]Gerrard,C .M . Equivalent Elastic Moduli of a RockMass Consisting of orthorhombic layers.Int.J. Rock Mech.Min.Sci., 1982;19:9-14.
[58]Amadei, B, Strength of a Regularly Jointed Rock Mass Under Biaxial and Axisymmetric Loading Conditions[J], Int. J. Rock Mech. Min. Sci. & Geomech. Abstr, Vol. 25, No. 13-13, 1988.
[59]孙广忠著.岩体结构力学[M].北京:科学出版社,1988.
[60]孙广忠, 孙毅编著.地质工程学原理[M].北京:地质出版社,2004.
[61]贺少辉,李中林.层状岩体弹塑性本构关系及工程应用研究[J].南方冶金学院学报,1994. Vol. 15. No. 3:141--148.
[62]佘成学,熊文林,陈胜宏.层状岩体力的弹粘塑性 Cosserat 介质理论及其工程应用[J].水力学报,1996. 4: 10-17.
[63]王宏图,鲜学福,贺建民, 魏福生. 层状复合岩体力学的相似性模拟[J].矿山压力与顶板管理,1999. No. 2:81-83.
[64]张玉军,唐仪兴. 考虑层状岩体强度异向性的地下洞室平面有限元分析[J], 岩土工程学报 1999, 21(3): 307--310
[65]吴刚,肖长富,邱贤德,周科平. 复合岩石内蕴本构关系的理论与实验研究[J],岩石力学与工程学报; 1991, (3): 51-64
[66] Cossert,E&F Therie des corp deformations A.Hermamn et Fills, Paris, 1909
[67]刘俊,Cosserat 介质理论及其在岩土工程中的应用[D],博士学位论文,中国科学院武汉岩土力学研究所,2000
[68]陈胜宏,王鸿儒,熊文林. 节理岩体的偶应力影响研究[J].水利学报, 1990,(1):44-48
[69] D.P.Adhikary & A.V.Dyskin, A Cosserat Continuum Model for Layered Materials[J],Computers and Geotechnics,No. 1, pp. 15-45, 1997
[70]佘成学, 熊文林, 陈胜宏. 具有弯曲效应的层状结构岩体变形的 cosserat 介质分析方法[J].岩体力学, 1994,15(4):12-19
[71]杨春和, 李银平. 互层盐岩体的 Cosserat 介质扩展本构模型[J]. 岩石力学与工程学报, 2005, 24(23): 4226-4232
[72]李银平, 杨春和. 层状盐岩体的三维Cosserat介质扩展本构模型[J]. 岩土力学, 2006,27(4): 509-513
[73]李银平,刘江,杨春和. 泥岩夹层对盐岩变形和破损特征的影响分析[J]. 岩石力学与工程学报, 2006,25(12): 2461-2466
[74]赵平劳,姚增. 层状结构岩体的复合材料本构模型[J]. 兰州大学学报(自然科学版),1990,26(2):114-118
[75]刘考学.层状岩体及节理岩体的粘弹性模型[J].陕西机械学院学报,1990, Vo 1. 6. No. 4:292-307.
[76]Peter W. Chung, Kumar K. Tamma, Raju R. Namburu. A micro/macro homogenization approach for viscoelastic creep analysis with dissipative correctors for heterogeneous woven-fabric layered media[J], Composites Science and Technology 60 (2000) 2233-2253
[77]张劲, 张士诚. 复合材料本构模拟的三维均匀化方法[J], 岩石力学与工程学报,2002,21(增):2149~2153
[78]沈珠江,刘恩龙,陈铁林. 岩土二元介质模型的一般应力应变关系[J]. 岩土工程学报, 2005,27(5):489-494
[79]Hample, A.,Hunsche, U., Weidinger, P., and Blum,W.. Description of the creep of rock salt with the composite model-II. Steady-state creep. Mechanical Behavior of salt .Proc. 4th Conf. Eds. Hardy and M.Langer. Trans Tech Publ. Clausthal-Zellerfeld. 287-299.
[80]P.Weidinger, A.Hampel, W.Blum.U.Hunshe, Creep behaviour of natural rock salt and its description with the composite model, Materials Science and Engineering, A234-236(1997)646～648
[81]杨海天 , 邬瑞锋 , 王刚等 . 节理岩体的复合本构有限元仿真计算 [J]. 岩土工程学报 , 1996,18(6):69-76
[82]Jaeger, J. C ., Cook,G .W, Fundamentals of Rock Mechanics, London,1979
[83]Tuliercio, A, Sacchi,G ., A Failure Condition for Layered Rock. Int.J. Rock mech.Min.S ci.,1988;25:299-305
[84]梁正召,唐春安,李厚祥等. 单轴压缩下横观各向同性岩石破裂过程的数值模拟[J]. 岩土力学, 2005,(1):57-62
[85]刘飞, 宋桂华, 李国韬, 温庆和. 含有夹层的薄盐层中盐穴储气库运行压力的确定[J].天然气工业, 2004, 24(9):133-135
[86]Gang Han, Mike Bruno, Khang Lao, Jean Young, Gas Storage and Operations in Single Bedded Salt Caverns: Stability Analyses, 2006 SPE Gas Technology Symposium ,Calgary, Alberta, Canada, 15–17 May 2006.
[87]Y. Guangjie, R.Shen, Z. Tian, J. Yuan, Q. Wang, M.S. Yang, Review of underground gas storage in the bedded salt deposit in China,PetroChina, 2006 SPE Gas Technology Symposium.
[88]尹雪英. 泥岩夹层对层状盐岩构造中油(气)储库稳定性影响研究[D],博士论文.武汉:中科院武汉岩土力学研究所.2007
[89]梁卫国,杨春和, 赵阳升. 层状盐岩储气库物理力学特性与极限运行压力[J]. 岩石力学与工程学报, 2008, 27(1):22-27
[90]I.W. Farmer and M.J. Gilbert. Dependent strength reduction of rock salt. The first Conference on the Mechanical Behavior of salt. Trans Tech publications 1981 P.4-18.
[91]Francis D,Hansen et. al. Elasticity and strength of ten natural rock salts. [A]. Langer, The mechanical behavior of salt proceedings of the first conference. Clausthal, trans tech publications. 1981:71-83.
[92]S’lizowski J. Badania w_asnos’ci reologicznych soli kamiennej przy projektowaniu komo’r magazynowych gazu ziemnego w go’rotworze solnym. Przeglc?cad Go’rniczy 2001:5.
[93]HunscheU. Uniaxial and triaxial creep and failure tests on rock: experimental technique and interpretation.Script of lecture given at the International Centre for Mechanical Geosciences (CISM),Udine, October 1993.
[94]BGR, Salzmechanik XVII,1998
[95]Hunshe U, Hampel A. Rock salt--the mechanical properties of the host rock material for aradioactive-waste repository. Engineering Geology 1999:52.
[96]Flack user’s manual app. I. Minneapolis: Itasca Consulting Group Inc.; 1998.
[97]Matalucci RV, Hunter O. Geomechanical application for the waste isolation pilot plant (WIPP) project. In: The mechanical behavior of salt I, Proc. of First Conf., Pennsylvania State University, 9-11 November 1981.
[98]Charpentier JP. Creep of rock salt at elevated temperature.Proceedings of Second Conference on Mechanical Behaviour of Salt. Clausthal-Zellerfeld, Germany: Trans Tech Pub., 1988.p. 131-6.
[99]Pouya A. Correlation between mechanical behavior and petrological properties of rock salt. In: Roegiers JC, editor. Proceedings of 32nd US Symposium on Rock Mechanics, Rotterdam:Balkema, 1991.p.385-92.
[100]W.Liang, C.Yang, Y.Zhao, M.B.Dusseault, J.Liu. Experimental investigation of mechanical properties of bedded salt rock[J]. International Journal of Rock Mechanics & Mining Sciences, 2007, 44: 400-411
[101]杨春和,梁卫国,魏东吼,杨海军,中国盐岩能源地下储存可行性研究,岩石力学与工程学报,2005, 24(24):4409-4417
[102]方岱宁,周储伟. 有限元计算细观力学对复合材料力学行为的数值分析[J]. 力学进展,1998,28(2):173-188
[103]晏石林,潘鹏志,吴代华 有限元法预测贯通节理岩体三维等效弹性参数[J]. 武汉理工大学学报,2003, 25(4):47-50
[104] Amadei B. Importance of anisotropy when estimating and measuring in situ stress in rock. Int. J. Rock. Mech. Min. Sci. Geomech Abstr 1996,33(3):293-325.
[105]郭志华,层状岩体宏观力学参数的计算机模拟试验[D],中国科学院研究生院硕士学位论文,2004年 6 月
[106]《Random heterogeneous materials Microstructure and Macroscopic Properties》. Torquato,S. 2006,XXI,701p. 218 illus., Hardcover, ISBN: 978-0-387-95167-6
[107]秦娟,耿克勤. 节理岩体的代表单元集合体模型及弹性参数预测[J]. 水利学报,2001, 9(9):45-50。
[108]Muller L (ed).Rock Mechanics[J]. UDING, 1974.
[109]周火明, 盛谦, 邬爱清 三峡工程永久船闸边坡岩体宏观力学参数的尺寸效应研究[J]. 岩石力学与工程学报, 2001,20(5):140-144
[110]Maher S. Amer & Linda S. Schadler, stress concentration phenomenon in graphite/epoxy composites: tension/compression effects[J], Composites Science and Technology, 57 (1997) 1129-1137
[111]Z.J. Wu, J.Q. Ye, J.G. Cabrera, 3D analysis of stress transfer in the micromechanics of fiber reinforced composites by using an eigen-function expansion method[J], Journal of the Mechanics and Physics of Solids, 48 (2000) 1037--1063
[112]樊建平, 邓泽贤. 两个单位胞体模型数值模拟结果比较[J]. 华中科技大学学报(自然科学版), 2003,31(11): 82-84
[113]梁基照,王 丽, PP/CaCO3复合材料拉伸时界面应力的有限元分析[J].华南理工大学学报(自然科学版), 2006,34(10): 58-61
[114]代翼飞. 基于层状材料复合理论的加锚岩体等效弹性性质的研究[M], 硕士学位论文,武汉理工大学. 2006
[115]王涛. 基于复合材料力学的层状岩体锚固支护系统研究与数值模拟[M], 硕士学位论文,武汉理工大学. 2006
[116]杜善义, 王彪 编著. 复合材料细观力学[M], 科学出版社, 1998年
[117]Mark P. Fischer, Michael R. Gross, Terry Engelder, Roy J. Greenfield, Finite-element analysis of the stress distribution around a pressurized crack in a layered elastic medium: implications for the spacing of fluid-driven joints in bedded sedimentary rock[J]. Tectonophysics, 1995, 247:49-64
[118]Yinping Li, Chunhe Yang. On fracture saturation in layered rocks[J]. International Journal of Rock Mechanics & Mining Sciences, 2007,44:936-941
[119]覃曼青, 张俊乾, 葛杨.层状复合材料中离散位错的力学行为分析, 2007,13(2): 197-202
[120]峪保平, 赵阳升, 赵延林等. 含高盐份泥岩夹层的盐岩蠕变特性研究[J]. 地下空间与工程学报, 2006, 3(1): 2461-2466
[121]赵永红, 杨振涛. 含软弱夹层岩石材料的损伤破坏过程[J]. 岩石力学与工程学报, 2005, 24(13): 2350-2355
[122]王安明, 杨春和, 黄诚等. 层状盐岩力学和变形特性数值试验研究[J]. 岩土力学, 已录用
[123]Andi M. Limarga, David S. Wilkinson, Modeling the interaction between creep deformation and scale growth process[J], Acta Materialia 55 (2007) 189–201
[124]Andi M. Limarga, David S. Wilkinson, A model for the effect of creep deformation and intrinsic growth stress on oxide/nitride scale growth rates with application to the nitridation ofγ -TiAl[J], Materials Science and Engineering A 415 (2006) 94–103
[125]韩冰, 王芝银, 丁秀丽等. 软硬互层岩体流变特性的数值模拟[J],长江科学院院报, 2007, 24(2): 25~29
[126]McMeeking R M. Models for the creep of ceramic matrix composites. In: Nair S V,Jakus K, eds. Elevated temperature mechanica1 behavior of ceramic matrix composites Butterworth-Heinemann Stoneham. M A,1994
[127]Holmes J W, Chermand J L. Creep behavior of fiber-reinforced ceramic matrix composites. In: Raslain R, et a1.eds. High Temperature Ceramic Matrix Composites. Woodhead, U K. 1993. 633~647
[128]Begley M R,Evancs A G.McM eeking R M .Creep rupture in ceramic matrix composites with creeping fibers J Mech Phys Solids, 1995, 43: 727~740
[129]Sorensen N, Needleman A, Tvergaard V, Three-dimensional analysis of creep in a metal matrix composite. Mater Sci. Tech, A, 1992, 158: 129~137
[130]Kim K T,McMeeking R M. Power law creep of interface diffusion in a composite material. Mechanics of Mater, 1995, 20: l53~164
[131]Sofronis P, McMeeking R M. The effect of interface diffusion and slip on the creep resistance of particulate composite materia1. Mechanics of Mater,1994,118: 55~68
[132]Araves N, Cheng C, Castaneda P P. Steady-state creep of fiber-reinforced composites:constitutive equations and computational issues. Int J solids Struc, 1995, 32: 2219~2244
[133] 牛 斌 , 杨 海 天 . 基 于 均 匀 化 方 法 的 斜 交 节 理 岩 体 复 合 本 构 关 系 研 究 [J], 岩 土 工 程 学报,2007,29(5):773-778
[134]F.I. Shalabi. FE analysis of time-dependent behavior of tunneling in squeezing ground using two different creep models[J]. Tunnelling and Underground Space Technology 20 (2005) 271-279
[135]杨庆生著,复合材料细观结构力学与设计[M], 中国铁道出版社, 2000年
[136]Forest S, Pradel E Sab K. Asymptotic analysis of heterogeneous Cosserat media[J].International Journal of Solids and Structures,2001.38:4585-4608
[137]王安明, 杨春和, 李银平等,层状盐岩蠕变过程的有限元分析[J]. 岩石力学与工程学报,已返修
[138]郑修麟.工程材料的力学行为[M].西安: 西北工业大学出版社,2004.
[139]Rami M. Haj-Ali, Anastasia H. Muliana,A micromechanical constitutive framework for the nonlinear viscoelastic behavior of pultruded composite materials[J],International Journal of Solids and Structures, 40 (2003) 1037-1057
[140]Rami M. Haj-Ali , Anastasia H. Muliana,A multi-scale constitutive formulation for the nonlinear viscoelastic analysis of laminated composite materials and structures[J],International Journal of Solids and Structures 41 (2004) 3461-3490
[141]范镜泓,高芝晖,刘天模. 具层状细观结构的PD3珠光体钢的细/宏观力学分析[J]. 重庆大学学报, 1999,22(5): 37-46
[142]Langer M,Geotechnical investigation methods for rock salt methods d’etude geotechnique des roches salines [J], Bulletin of the international association of Engineering geology del association internationale de geologie de lingenieur N 25,155-184, Paris, 1982
[143]Pierre Beresta,Beno?t Brouard, Mehdi Karimi-Jafaria, Leo Van Sambeek. Transient behavior of salt caverns--Interpretation of mechanical integrity tests[J], International Journal of Rock Mechanics & Mining Sciences 44 (2007) 767--786
[144]DURUP G GAZ de France, XU J Sofregaz. Comparative study of certain constitutive laws used to describe the rheological deformation of salts. The mechanical behavior of salt proceedings of the third conference. 1993,75~83.
[145]彭凡,彭献,傅依铭. 纤维增强复合材料非线性蠕变流动特性[J]. 湖南大学学报, 1999,26(5): 6-9
[146]陈建钧. 连续损伤力学有限元法在高温构件设计和焊接修复中的应用. 硕士论文.南京:南京工业大学,2003
[147]钱家欢,殷宗泽主编,土工原理与计算(第二版)[M].北京:中国水利水电出版社,1996
[148]郭乙木,陶伟明,庄茁编著.线性与非线性有限元及其应用[M]. 北京:机械工业出版社,2004
[149]穆霞英编著. 蠕变力学[M]. 西安:西安交通大学出版社, 1990
[150]尤英俊.小冲孔试样高温蠕变损伤的有限元模拟[D].硕士论文.南京:南京工业大学,2004
[151]王志锋. 多材料结构与时间相关的蠕变行为研究[D]. 硕士学位论文. 上海: 华东理工大学. 2007.
[152]庄茁译. ABAQUS 有限元软件6.4版入门指南[M], 2004.
[153]宋天霞等编著.非线性结构有限元计算[M], 华中理工大学出版社,1996年
[154]杨晓光, 耿瑞. 粘塑性材料结构的有限元分析方法[J], 航空动力学报, 1998, 13(4):380-384
[155]叶峥. 基于微观滑移的蠕变本构模型及应用研究[D]. 硕士学位论文. 北京:北京航空航天大学. 2007.
[156] 罗海安 , 翟军 . 兼具基体蠕变和轻度界面蠕变的复合材料的本构特性 [J]. 力学学报 , 1996,28(5):550-557
[157]孙钧. 岩石流变力学及其工程应用研究的若干进展[J]. 岩石力学与工程学报, 2007 ,26(6): 1081-1106
[158]王贵君. 盐岩层中天然气存储洞室围岩长期变形特征.岩土土程学报, 2003, 25(4):431--435
[159]王贵君.天然气盐岩洞室群长期存储能力.岩土土程学报,2004, 26(1):62-66
[160]刘成伦,徐龙君,鲜学福.浅埋薄层盐岩溶腔稳定性的数值模拟计算.重庆大学学报,2003, 26(3):143-146
[161]刘新荣,姜德义,许江等.盐岩溶腔围岩应力分布规律的有限元分析. 重庆大学学报,2003, 26(2):39-41
[162] 陈 卫 忠 , 伍 国 军 , 戴 永 浩 等 . 废 弃 盐 穴 地 下 储 气 库 稳 定 性 研 究 . 岩 石 力 学 与 土 程 学 报 , 2006,25(4):848-854
[163]杨春和,李银平,尹雪英等.云应盐矿地质可储性关键技术研究报告,2006.
[2]P.Berest, B.Brouard and G.durup. Behavior of sealed solution-mined caverns In: Edited by G. Barla, Proc.EURock’96 on prediction and performance in rock menchanics and rock engineering, Torino. Balkema, Rotterdam,1996:1127-1131.
[3]Ph. Consenza, M.Ghoreychi et al, in situ rock permeability measurement for long term safety assessment of storage[J], Int. J. Rock Mech. Min. Sci. 1999 Vol.24:509-526.
[4]Ph.Consenza, M.Ghoreychi et al, Effect of added fluids on mechanical behavior of rock salt. Proc. 1998 Euroconference on Pore pressure, scale effects and the deformation of rocks. Aussois, France,1998.
[5]P.A.Fokker, the behavioer of salt and salt caverns. Prodfschrift,technische Universiteit Delft, 1995:143.
[6]Kerry L. DeVries,Kirby D. Mellegard,Gary D. Callahan,William M. Goodman. CAVERN ROOF STABILITY FOR NATURAL GAS STORAGE IN BEDDED SALT[R], FINAL REPORT, March 2005,Contract DE-FG26-02NT41651 RESPEC P.O. Box 725 Rapid City, South Dakota 57709
[7]G.Han, M.S.Bruno, K.Lao, and J.Young, Gas Storage and Operations in Single-Bedded Salt Caverns: Stability Analyses, Source SPE Gas Technology Symposium, 15-17 May 2006, Calgary, Alberta, Canada.
[8]刘江.层状盐岩力学特性试验研究及理论分析[D]. 硕士学位论文. 武汉:中国科学院武汉岩土力学研究所. 2006.
[9]Chunhe Yang(2000) , Time-dependent Behavior of Rock Salt-Experimental Investigation and Theoretical Analysis[D],Ph.D.Dissertation,University of Nevada,Reno.
[10]Yang Chunhe, Daemen.J J K, Yin Jianhua, Experimental investigation of creep behavior of salt rock[J]. International Journal of Rock Mechanics and Mining Science,1999,36(2):233～242
[11]Thawatchai Plookphol.Similarity and Scaling Properties in Dislocation Microstructures Generated during High-Temperature Load Relaxation and Creep of Rock Salt and San Carlos Olivine Single Crystals.[Ph.D.Dissertation].University of Wisconsin-Madison.2001
[12]吴文.盐岩的静、动力学特性实验研究与理论分析[D],博士论文.武汉:中科院武汉岩土力学研究所.2002
[13]Kerry L.DeVries , Kirby D. Mellegard , Gary D. Callahan. SALT DAMAGE CRITERION PROOF-OF-CONCEPT RESEARCH , FINAL REPORT , November 2002 , Contract DE-FC26-00NT41026,RESPEC
[14]Michael S. Bruno, PhD. PE,Geomechanical Analysis and Design Considerations for Thin-Bedded Salt Caverns,Final Report,June 15th, 2005
[15]陈锋 盐岩力学特性及其在储气库建设中的应用研究[D]. 博士学位论文. 武汉:中国科学院武汉岩土力学研究所. 2006.
[16]Jishan Jin and N.D.Cristescu, AN ELASTIC/VISCOPLASTIC MODEL FOR TRANSIENT CREEP OF ROCK SALT[J], International Journal of Plasticity, Vol. 14, Nos. 1-3, pp. 85-107, 1998
[17]刘新荣,鲜学福,马建春. 三轴应力状态下盐岩力学性质试验研究[J],地下空间, 2004,24(2):153～165
[18]杨春和,白世伟,吴益民.应力水平及加载路径对盐岩时效的影响[J].岩石力学与工程学报,2000,l9(3):270～275
[19]杨春和,曾义军,吴文等 深层盐岩本构关系及其在石油钻井工程中的应用研究[J] 岩石力学与工程学报, 2003,22(10): 1678～1682
[20] 陈剑文 , 杨春和 , 高小平等 . 盐岩温度与应力耦合损伤研究 [J]. 岩石力学与工程学报 , 2005,24(11):1986～1991
[21]V.A.Asanov and I.L.Pan’kov(2004),Deformation of salt rock joints in time[J],Journal of Mining Science.Vol.40.No.4,2004
[22]孙钧, 汪炳镧 编著. 地下结构有限元解析[M]. 同济大学出版社,1988
[23]Munson D.E. Constitutive model of creep in rock salt applied to underground room closure[J].International Journal of Rock Mechanics and Mining Sciences.1997 34/2(233～247)
[24]Chan K S . A damage mechanics treatment of creep failure in rock salt[J] International Journal of Damage Mechanics,1997(6):122～l52
[25]K.S.Chan,S.R.Bodner,D.E.Munson,Treatment of anisotropic damage development within a scalar damage formulation[J],Computational Mechanics. 19(1997)522～526
[26]P.Weidinger,A.Hampel,W.Blum.U.Hunshe,Creep behaviour of natural rock salt and its description with the composite model[J],Materials Science and Engineering, A234-236(1997)646～648
[27]Guijun Wang. A new constitutive creep-damage model for salt rock and its characteristics. J. Rock Mech. Min. Sci.Vol.41,No.3,CD-ROM. SINOROCK2004 Symposium
[28]Zhengmeng Hou,Mechanical and hydraulic behavior of rock salt in the excavation disturbed zone around underground facilities[J], International Journal of Rock Mechanics & Mining Sciences,40(2003): 725～738
[29]杨春和,陈锋,曾义金 盐岩蠕变损伤关系研究[J],岩石力学与工程学报, 2002,21(11):1602～1604
[30]高小平,杨春和,吴文. 盐岩时效特性实验研究[J].岩土工程学报, 2005,27(5):558～561
[31]刘绘新,张鹏,盖峰. 四川地区盐岩蠕变规律研究[J] 岩石力学与工程学报 2002,21(9):1290～1294
[32]Stefan Heusermann, Olaf Rolfs , Uwe Schmidt,Nonlinear finite-element analysis of solution mined storage caverns in rock salt using the LUBBY2 constitutive model[J],Computers and Structures,81 (2003) 629-638
[33]王贵君. 盐岩层中天然气存储洞室围岩长期变形特征[J], 岩土工程学报,2003, 25(4): 431-435
[34]侯正猛,吴文.利用 Hou/Lux 本构模型考虑蠕变破坏标准和损伤改进盐岩储存硐库的设计[J],岩土工程学报 2003,25(1):105~108
[35] 陈卫忠,伍国军,戴永浩,杨春和. 废弃盐穴地下储气库稳定性研究[J],岩石力学与工程学报,2006,25(4):848~854
[36]刘新荣,许江,姜德义,鲜学福. 盐岩溶腔围岩地应力场有限元分析--计算模型与分析方法,试验研究[J],化工矿物与加工,2000 年第 1 期
[37]Mr.Kitcha Klayvimut,MECHANICAL PERFORMANCE OF UNDERGROUND EXCAVATION IN ROCK SALT FORMATION FOR NUCLEAR WASTE REPOSITORY IN NORTHEASTERN THAILAND,A Thesis,Geotechnology Suranaree University of TechnologyAcademic Year 2003
[38]M.langer,S.Heusermann,Geomechanical stability and integrity of waste disposal mines in salt structures[J],Engineering Geology 61(2001) 155-161
[39]吴文,侯正猛,杨春和 盐岩中能源(石油和天然气)地下储存库稳定性评价标准研究[J], 岩石力学与工程学报. 2005, 24(14): 2497~2505
[40]Richard E. Goodman. Introduction to Rock Mechanics, Second Edition[M].John Wiley&Sons. 1987.
[41]肖树芳等著.岩体力学[M].北京:地质出版社,1987.
[42]孙广忠著.岩体力学基础[M].北京:科学出版社,1983.
[43]沈明荣主著.岩体力学[M].上海:同济大学出版社,1993.
[44]张玉军,刘谊平. 层状岩体的三维弹塑性有限元分析[J]. 岩石力学与工程学报,2002,21(11): 1615-1619
[45]鲜学福,谭学术. 层状岩体破坏机理分析[M],重庆:重庆大学出版社,1989
[46]刘立. 层状复合岩石损伤本构关系与断裂破坏准则及工程应用研究[D]. 博士学位论文. 重庆:重庆大学. 2000.
[47]李新平,宋桂红,陈先仿等. 锚固岩体复合材料力学性质的数值模拟研究[J]. 武汉理工大学学报2006,28(4):79-86
[48]易成,张亮,陈忠辉,谢和平. 轴向受压两体力学模型相互作用的试验研究[J]. 岩土力学,2006, 27(4): 571-576
[49]刘彬. 软硬相间层状岩体变形参数理论研究及工程应用[D]. 硕士学位论文. 成都:成都理工大学. 2006.
[50]Yong Ming Tien, Ming Chuan Kuo. A failure criterion for transversely isotropic rocks[J]. International Journal of Rock Mechanics & Mining Sciences 38(2001)399-412
[51]M.Hakalaa, H.Kuulab, J.A.Hudson. Estimating the transversely isotropic elastic intact rock properties for in situ stress measurement data reduction: A case study of the Olkiluoto mica gneiss, Finland ,International Journal of Rock Mechanics & Mining Sciences 44 (2007) 14–46
[52]Lekhnitskii SG. Theory of Elastcity of an Anisotropic Elastic Body[M].San Franicesco. Holdenn Daty Inc. 1963.
[53] Lekhnitskii SG. Theory of an Anisotropic Body[M].Moscow, Mir Publishers, 1987.
[54]Pinto,1. J. Stress and strain in an anisotropic-orthotropic body. Proc. First Cong of the Int. Soc. For Rock Mech., Lisbon, 1966.
[55]Wardle,L .J., Gerrard, C .M . The"equivalent" anisotropic properties of layered rock and soil masses. Int.J. Rock Mech. Min. Sci.,1972(4):155-175.
[56]Salaman, M. D. G. Elastic Moduli of A stratified Rock Mass. lnt. J. Rock Mech. Min.Sci, 1968;5:519-527.
[57]Gerrard,C .M . Equivalent Elastic Moduli of a RockMass Consisting of orthorhombic layers.Int.J. Rock Mech.Min.Sci., 1982;19:9-14.
[58]Amadei, B, Strength of a Regularly Jointed Rock Mass Under Biaxial and Axisymmetric Loading Conditions[J], Int. J. Rock Mech. Min. Sci. & Geomech. Abstr, Vol. 25, No. 13-13, 1988.
[59]孙广忠著.岩体结构力学[M].北京:科学出版社,1988.
[60]孙广忠, 孙毅编著.地质工程学原理[M].北京:地质出版社,2004.
[61]贺少辉,李中林.层状岩体弹塑性本构关系及工程应用研究[J].南方冶金学院学报,1994. Vol. 15. No. 3:141--148.
[62]佘成学,熊文林,陈胜宏.层状岩体力的弹粘塑性 Cosserat 介质理论及其工程应用[J].水力学报,1996. 4: 10-17.
[63]王宏图,鲜学福,贺建民, 魏福生. 层状复合岩体力学的相似性模拟[J].矿山压力与顶板管理,1999. No. 2:81-83.
[64]张玉军,唐仪兴. 考虑层状岩体强度异向性的地下洞室平面有限元分析[J], 岩土工程学报 1999, 21(3): 307--310
[65]吴刚,肖长富,邱贤德,周科平. 复合岩石内蕴本构关系的理论与实验研究[J],岩石力学与工程学报; 1991, (3): 51-64
[66] Cossert,E&F Therie des corp deformations A.Hermamn et Fills, Paris, 1909
[67]刘俊,Cosserat 介质理论及其在岩土工程中的应用[D],博士学位论文,中国科学院武汉岩土力学研究所,2000
[68]陈胜宏,王鸿儒,熊文林. 节理岩体的偶应力影响研究[J].水利学报, 1990,(1):44-48
[69] D.P.Adhikary & A.V.Dyskin, A Cosserat Continuum Model for Layered Materials[J],Computers and Geotechnics,No. 1, pp. 15-45, 1997
[70]佘成学, 熊文林, 陈胜宏. 具有弯曲效应的层状结构岩体变形的 cosserat 介质分析方法[J].岩体力学, 1994,15(4):12-19
[71]杨春和, 李银平. 互层盐岩体的 Cosserat 介质扩展本构模型[J]. 岩石力学与工程学报, 2005, 24(23): 4226-4232
[72]李银平, 杨春和. 层状盐岩体的三维Cosserat介质扩展本构模型[J]. 岩土力学, 2006,27(4): 509-513
[73]李银平,刘江,杨春和. 泥岩夹层对盐岩变形和破损特征的影响分析[J]. 岩石力学与工程学报, 2006,25(12): 2461-2466
[74]赵平劳,姚增. 层状结构岩体的复合材料本构模型[J]. 兰州大学学报(自然科学版),1990,26(2):114-118
[75]刘考学.层状岩体及节理岩体的粘弹性模型[J].陕西机械学院学报,1990, Vo 1. 6. No. 4:292-307.
[76]Peter W. Chung, Kumar K. Tamma, Raju R. Namburu. A micro/macro homogenization approach for viscoelastic creep analysis with dissipative correctors for heterogeneous woven-fabric layered media[J], Composites Science and Technology 60 (2000) 2233-2253
[77]张劲, 张士诚. 复合材料本构模拟的三维均匀化方法[J], 岩石力学与工程学报,2002,21(增):2149~2153
[78]沈珠江,刘恩龙,陈铁林. 岩土二元介质模型的一般应力应变关系[J]. 岩土工程学报, 2005,27(5):489-494
[79]Hample, A.,Hunsche, U., Weidinger, P., and Blum,W.. Description of the creep of rock salt with the composite model-II. Steady-state creep. Mechanical Behavior of salt .Proc. 4th Conf. Eds. Hardy and M.Langer. Trans Tech Publ. Clausthal-Zellerfeld. 287-299.
[80]P.Weidinger, A.Hampel, W.Blum.U.Hunshe, Creep behaviour of natural rock salt and its description with the composite model, Materials Science and Engineering, A234-236(1997)646～648
[81]杨海天 , 邬瑞锋 , 王刚等 . 节理岩体的复合本构有限元仿真计算 [J]. 岩土工程学报 , 1996,18(6):69-76
[82]Jaeger, J. C ., Cook,G .W, Fundamentals of Rock Mechanics, London,1979
[83]Tuliercio, A, Sacchi,G ., A Failure Condition for Layered Rock. Int.J. Rock mech.Min.S ci.,1988;25:299-305
[84]梁正召,唐春安,李厚祥等. 单轴压缩下横观各向同性岩石破裂过程的数值模拟[J]. 岩土力学, 2005,(1):57-62
[85]刘飞, 宋桂华, 李国韬, 温庆和. 含有夹层的薄盐层中盐穴储气库运行压力的确定[J].天然气工业, 2004, 24(9):133-135
[86]Gang Han, Mike Bruno, Khang Lao, Jean Young, Gas Storage and Operations in Single Bedded Salt Caverns: Stability Analyses, 2006 SPE Gas Technology Symposium ,Calgary, Alberta, Canada, 15–17 May 2006.
[87]Y. Guangjie, R.Shen, Z. Tian, J. Yuan, Q. Wang, M.S. Yang, Review of underground gas storage in the bedded salt deposit in China,PetroChina, 2006 SPE Gas Technology Symposium.
[88]尹雪英. 泥岩夹层对层状盐岩构造中油(气)储库稳定性影响研究[D],博士论文.武汉:中科院武汉岩土力学研究所.2007
[89]梁卫国,杨春和, 赵阳升. 层状盐岩储气库物理力学特性与极限运行压力[J]. 岩石力学与工程学报, 2008, 27(1):22-27
[90]I.W. Farmer and M.J. Gilbert. Dependent strength reduction of rock salt. The first Conference on the Mechanical Behavior of salt. Trans Tech publications 1981 P.4-18.
[91]Francis D,Hansen et. al. Elasticity and strength of ten natural rock salts. [A]. Langer, The mechanical behavior of salt proceedings of the first conference. Clausthal, trans tech publications. 1981:71-83.
[92]S’lizowski J. Badania w_asnos’ci reologicznych soli kamiennej przy projektowaniu komo’r magazynowych gazu ziemnego w go’rotworze solnym. Przeglc?cad Go’rniczy 2001:5.
[93]HunscheU. Uniaxial and triaxial creep and failure tests on rock: experimental technique and interpretation.Script of lecture given at the International Centre for Mechanical Geosciences (CISM),Udine, October 1993.
[94]BGR, Salzmechanik XVII,1998
[95]Hunshe U, Hampel A. Rock salt--the mechanical properties of the host rock material for aradioactive-waste repository. Engineering Geology 1999:52.
[96]Flack user’s manual app. I. Minneapolis: Itasca Consulting Group Inc.; 1998.
[97]Matalucci RV, Hunter O. Geomechanical application for the waste isolation pilot plant (WIPP) project. In: The mechanical behavior of salt I, Proc. of First Conf., Pennsylvania State University, 9-11 November 1981.
[98]Charpentier JP. Creep of rock salt at elevated temperature.Proceedings of Second Conference on Mechanical Behaviour of Salt. Clausthal-Zellerfeld, Germany: Trans Tech Pub., 1988.p. 131-6.
[99]Pouya A. Correlation between mechanical behavior and petrological properties of rock salt. In: Roegiers JC, editor. Proceedings of 32nd US Symposium on Rock Mechanics, Rotterdam:Balkema, 1991.p.385-92.
[100]W.Liang, C.Yang, Y.Zhao, M.B.Dusseault, J.Liu. Experimental investigation of mechanical properties of bedded salt rock[J]. International Journal of Rock Mechanics & Mining Sciences, 2007, 44: 400-411
[101]杨春和,梁卫国,魏东吼,杨海军,中国盐岩能源地下储存可行性研究,岩石力学与工程学报,2005, 24(24):4409-4417
[102]方岱宁,周储伟. 有限元计算细观力学对复合材料力学行为的数值分析[J]. 力学进展,1998,28(2):173-188
[103]晏石林,潘鹏志,吴代华 有限元法预测贯通节理岩体三维等效弹性参数[J]. 武汉理工大学学报,2003, 25(4):47-50
[104] Amadei B. Importance of anisotropy when estimating and measuring in situ stress in rock. Int. J. Rock. Mech. Min. Sci. Geomech Abstr 1996,33(3):293-325.
[105]郭志华,层状岩体宏观力学参数的计算机模拟试验[D],中国科学院研究生院硕士学位论文,2004年 6 月
[106]《Random heterogeneous materials Microstructure and Macroscopic Properties》. Torquato,S. 2006,XXI,701p. 218 illus., Hardcover, ISBN: 978-0-387-95167-6
[107]秦娟,耿克勤. 节理岩体的代表单元集合体模型及弹性参数预测[J]. 水利学报,2001, 9(9):45-50。
[108]Muller L (ed).Rock Mechanics[J]. UDING, 1974.
[109]周火明, 盛谦, 邬爱清 三峡工程永久船闸边坡岩体宏观力学参数的尺寸效应研究[J]. 岩石力学与工程学报, 2001,20(5):140-144
[110]Maher S. Amer & Linda S. Schadler, stress concentration phenomenon in graphite/epoxy composites: tension/compression effects[J], Composites Science and Technology, 57 (1997) 1129-1137
[111]Z.J. Wu, J.Q. Ye, J.G. Cabrera, 3D analysis of stress transfer in the micromechanics of fiber reinforced composites by using an eigen-function expansion method[J], Journal of the Mechanics and Physics of Solids, 48 (2000) 1037--1063
[112]樊建平, 邓泽贤. 两个单位胞体模型数值模拟结果比较[J]. 华中科技大学学报(自然科学版), 2003,31(11): 82-84
[113]梁基照,王 丽, PP/CaCO3复合材料拉伸时界面应力的有限元分析[J].华南理工大学学报(自然科学版), 2006,34(10): 58-61
[114]代翼飞. 基于层状材料复合理论的加锚岩体等效弹性性质的研究[M], 硕士学位论文,武汉理工大学. 2006
[115]王涛. 基于复合材料力学的层状岩体锚固支护系统研究与数值模拟[M], 硕士学位论文,武汉理工大学. 2006
[116]杜善义, 王彪 编著. 复合材料细观力学[M], 科学出版社, 1998年
[117]Mark P. Fischer, Michael R. Gross, Terry Engelder, Roy J. Greenfield, Finite-element analysis of the stress distribution around a pressurized crack in a layered elastic medium: implications for the spacing of fluid-driven joints in bedded sedimentary rock[J]. Tectonophysics, 1995, 247:49-64
[118]Yinping Li, Chunhe Yang. On fracture saturation in layered rocks[J]. International Journal of Rock Mechanics & Mining Sciences, 2007,44:936-941
[119]覃曼青, 张俊乾, 葛杨.层状复合材料中离散位错的力学行为分析, 2007,13(2): 197-202
[120]峪保平, 赵阳升, 赵延林等. 含高盐份泥岩夹层的盐岩蠕变特性研究[J]. 地下空间与工程学报, 2006, 3(1): 2461-2466
[121]赵永红, 杨振涛. 含软弱夹层岩石材料的损伤破坏过程[J]. 岩石力学与工程学报, 2005, 24(13): 2350-2355
[122]王安明, 杨春和, 黄诚等. 层状盐岩力学和变形特性数值试验研究[J]. 岩土力学, 已录用
[123]Andi M. Limarga, David S. Wilkinson, Modeling the interaction between creep deformation and scale growth process[J], Acta Materialia 55 (2007) 189–201
[124]Andi M. Limarga, David S. Wilkinson, A model for the effect of creep deformation and intrinsic growth stress on oxide/nitride scale growth rates with application to the nitridation ofγ -TiAl[J], Materials Science and Engineering A 415 (2006) 94–103
[125]韩冰, 王芝银, 丁秀丽等. 软硬互层岩体流变特性的数值模拟[J],长江科学院院报, 2007, 24(2): 25~29
[126]McMeeking R M. Models for the creep of ceramic matrix composites. In: Nair S V,Jakus K, eds. Elevated temperature mechanica1 behavior of ceramic matrix composites Butterworth-Heinemann Stoneham. M A,1994
[127]Holmes J W, Chermand J L. Creep behavior of fiber-reinforced ceramic matrix composites. In: Raslain R, et a1.eds. High Temperature Ceramic Matrix Composites. Woodhead, U K. 1993. 633~647
[128]Begley M R,Evancs A G.McM eeking R M .Creep rupture in ceramic matrix composites with creeping fibers J Mech Phys Solids, 1995, 43: 727~740
[129]Sorensen N, Needleman A, Tvergaard V, Three-dimensional analysis of creep in a metal matrix composite. Mater Sci. Tech, A, 1992, 158: 129~137
[130]Kim K T,McMeeking R M. Power law creep of interface diffusion in a composite material. Mechanics of Mater, 1995, 20: l53~164
[131]Sofronis P, McMeeking R M. The effect of interface diffusion and slip on the creep resistance of particulate composite materia1. Mechanics of Mater,1994,118: 55~68
[132]Araves N, Cheng C, Castaneda P P. Steady-state creep of fiber-reinforced composites:constitutive equations and computational issues. Int J solids Struc, 1995, 32: 2219~2244
[133] 牛 斌 , 杨 海 天 . 基 于 均 匀 化 方 法 的 斜 交 节 理 岩 体 复 合 本 构 关 系 研 究 [J], 岩 土 工 程 学报,2007,29(5):773-778
[134]F.I. Shalabi. FE analysis of time-dependent behavior of tunneling in squeezing ground using two different creep models[J]. Tunnelling and Underground Space Technology 20 (2005) 271-279
[135]杨庆生著,复合材料细观结构力学与设计[M], 中国铁道出版社, 2000年
[136]Forest S, Pradel E Sab K. Asymptotic analysis of heterogeneous Cosserat media[J].International Journal of Solids and Structures,2001.38:4585-4608
[137]王安明, 杨春和, 李银平等,层状盐岩蠕变过程的有限元分析[J]. 岩石力学与工程学报,已返修
[138]郑修麟.工程材料的力学行为[M].西安: 西北工业大学出版社,2004.
[139]Rami M. Haj-Ali, Anastasia H. Muliana,A micromechanical constitutive framework for the nonlinear viscoelastic behavior of pultruded composite materials[J],International Journal of Solids and Structures, 40 (2003) 1037-1057
[140]Rami M. Haj-Ali , Anastasia H. Muliana,A multi-scale constitutive formulation for the nonlinear viscoelastic analysis of laminated composite materials and structures[J],International Journal of Solids and Structures 41 (2004) 3461-3490
[141]范镜泓,高芝晖,刘天模. 具层状细观结构的PD3珠光体钢的细/宏观力学分析[J]. 重庆大学学报, 1999,22(5): 37-46
[142]Langer M,Geotechnical investigation methods for rock salt methods d’etude geotechnique des roches salines [J], Bulletin of the international association of Engineering geology del association internationale de geologie de lingenieur N 25,155-184, Paris, 1982
[143]Pierre Beresta,Beno?t Brouard, Mehdi Karimi-Jafaria, Leo Van Sambeek. Transient behavior of salt caverns--Interpretation of mechanical integrity tests[J], International Journal of Rock Mechanics & Mining Sciences 44 (2007) 767--786
[144]DURUP G GAZ de France, XU J Sofregaz. Comparative study of certain constitutive laws used to describe the rheological deformation of salts. The mechanical behavior of salt proceedings of the third conference. 1993,75~83.
[145]彭凡,彭献,傅依铭. 纤维增强复合材料非线性蠕变流动特性[J]. 湖南大学学报, 1999,26(5): 6-9
[146]陈建钧. 连续损伤力学有限元法在高温构件设计和焊接修复中的应用. 硕士论文.南京:南京工业大学,2003
[147]钱家欢,殷宗泽主编,土工原理与计算(第二版)[M].北京:中国水利水电出版社,1996
[148]郭乙木,陶伟明,庄茁编著.线性与非线性有限元及其应用[M]. 北京:机械工业出版社,2004
[149]穆霞英编著. 蠕变力学[M]. 西安:西安交通大学出版社, 1990
[150]尤英俊.小冲孔试样高温蠕变损伤的有限元模拟[D].硕士论文.南京:南京工业大学,2004
[151]王志锋. 多材料结构与时间相关的蠕变行为研究[D]. 硕士学位论文. 上海: 华东理工大学. 2007.
[152]庄茁译. ABAQUS 有限元软件6.4版入门指南[M], 2004.
[153]宋天霞等编著.非线性结构有限元计算[M], 华中理工大学出版社,1996年
[154]杨晓光, 耿瑞. 粘塑性材料结构的有限元分析方法[J], 航空动力学报, 1998, 13(4):380-384
[155]叶峥. 基于微观滑移的蠕变本构模型及应用研究[D]. 硕士学位论文. 北京:北京航空航天大学. 2007.
[156] 罗海安 , 翟军 . 兼具基体蠕变和轻度界面蠕变的复合材料的本构特性 [J]. 力学学报 , 1996,28(5):550-557
[157]孙钧. 岩石流变力学及其工程应用研究的若干进展[J]. 岩石力学与工程学报, 2007 ,26(6): 1081-1106
[158]王贵君. 盐岩层中天然气存储洞室围岩长期变形特征.岩土土程学报, 2003, 25(4):431--435
[159]王贵君.天然气盐岩洞室群长期存储能力.岩土土程学报,2004, 26(1):62-66
[160]刘成伦,徐龙君,鲜学福.浅埋薄层盐岩溶腔稳定性的数值模拟计算.重庆大学学报,2003, 26(3):143-146
[161]刘新荣,姜德义,许江等.盐岩溶腔围岩应力分布规律的有限元分析. 重庆大学学报,2003, 26(2):39-41
[162] 陈 卫 忠 , 伍 国 军 , 戴 永 浩 等 . 废 弃 盐 穴 地 下 储 气 库 稳 定 性 研 究 . 岩 石 力 学 与 土 程 学 报 , 2006,25(4):848-854
[163]杨春和,李银平,尹雪英等.云应盐矿地质可储性关键技术研究报告,2006.
© 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 |