人工冻土融沉特性及其对周围环境影响研究
|
摘要
本文以南京地铁二号线逸仙桥站盾构出洞水平冻结加固工程为依托,应用室内实验、现场实测、理论分析和数值模拟的综合方法,对人工冻土融沉特性、冻融土体物理力学特性、人工冻土融沉对周围环境的影响规律及人工冻土融沉的防治措施进行了较系统的研究,主要研究工作包括:
(1)利用自制的融沉试验装置,对南京地区典型土质进行了融沉特性室内试验,系统研究了冷端温度、含水率、干密度、荷载及融化温度对融沉系数的影响规律,采用BP神经网络建立了人工冻土融沉系数预报模型。
(2)对南京地区广泛存在的淤泥质黏土进行了大量室内试验,系统研究了未冻土与融土间的物理力学性能差异和初始含水率、初始干密度、冻融开放条件、冷端温度及融化温度等因素对融土物理力学性能的影响规律。
(3)结合人工冻结法施工的特点,提出了能够全面反映冻土融沉、融土本构关系变化、融土二次压缩和固结、土体开挖卸载等因素对周围环境影响的三维有限元模拟方法。
(4)利用建立的人工冻土融沉对周围环境影响的三维有限元模拟方法,对南京地铁二号线逸仙桥站盾构出洞水平冻结工程实例进行了有限元分析。
(5)利用建立的人工冻土融沉三维有限元模型系统地分析了不同因素变化对融化温度场、地层位移场和地表沉降速度的影响规律。
(6)以数值模拟为手段,分析了解冻方式、注浆位置、注浆量、注浆次数和注浆方式对地表沉降的影响规律,指出分区强制解冻、跟踪融沉注浆是防治人工冻土融沉的有效措施。
The paper based on the case of shield tunneling horizontal freezing reinforcing engineering of Nanjing Subway Branch No.2 Yixianqiao Station. A comprehensive analysis approach, consisting of laboratory experiment, field measurement, theoretical analysis and numerical simulation calculation, was employed to study the property of artificially frozen soil thaw settlement, the physical and mechanical property of freezing thaw soil. In addition, the influence to surrounding environment and the prevention measurements of the freeze-thaw effect were also proposed.
The primary studies are as followed.
1.The thaw settlement property laboratory experiment was carried out to test some typical soil of Nanjing with the self-made thaw settlement testing devices. The cod junction temperature, water content, dry density, load and melting temperature were tested for the influence to thawing settlement coefficient. Prediction model of artificial frozen soil thawing settlement coefficient was built up with BP artificial neural network.
2.Another laboratory experiment was taken on the widely distributed silt clay in Nanjing. The difference of physical and mechanical properties between intact soil and thawed soil was studied systematically. Furthermore, the effects of initial water content, initial dry density, opening condition, cold junction temperature, melting temperature to the physical and mechanical property of thawed soil were also detected.
3. Referring to the features of artificial freezing method, a finite element modeling method, which is able to respond to the environment-influencing factors including frozen soil thawing settlement, changes of thawed soil constitutive relation, consolidation of thawed soil, soil body opening uninstall, was proposed.
4.A finite element analysis was made to the actual case of hield tunneling horizontal freezing reinforcing engineering of Nanjing Subway Branch No.2 Yixianqiao Station by using the 3-D finite element modeling method mentioned above.
5.The 3-D finite element modeling was employed to systematically analyze the relationship between different parameters and melting temperature field, ground displacement field,ground settlement speed.
6.In the application of numerical simulation, the influence of the thawing methods,position of grouting, quantitiy of grouting, the times of grouting and grouting mode to ground settlement were analyzed, pointing out the method of thaw settlement grouting after divisional forced thaw is the effective measures to prevent artificial frozen soil from thawing settlement.
(1)利用自制的融沉试验装置,对南京地区典型土质进行了融沉特性室内试验,系统研究了冷端温度、含水率、干密度、荷载及融化温度对融沉系数的影响规律,采用BP神经网络建立了人工冻土融沉系数预报模型。
(2)对南京地区广泛存在的淤泥质黏土进行了大量室内试验,系统研究了未冻土与融土间的物理力学性能差异和初始含水率、初始干密度、冻融开放条件、冷端温度及融化温度等因素对融土物理力学性能的影响规律。
(3)结合人工冻结法施工的特点,提出了能够全面反映冻土融沉、融土本构关系变化、融土二次压缩和固结、土体开挖卸载等因素对周围环境影响的三维有限元模拟方法。
(4)利用建立的人工冻土融沉对周围环境影响的三维有限元模拟方法,对南京地铁二号线逸仙桥站盾构出洞水平冻结工程实例进行了有限元分析。
(5)利用建立的人工冻土融沉三维有限元模型系统地分析了不同因素变化对融化温度场、地层位移场和地表沉降速度的影响规律。
(6)以数值模拟为手段,分析了解冻方式、注浆位置、注浆量、注浆次数和注浆方式对地表沉降的影响规律,指出分区强制解冻、跟踪融沉注浆是防治人工冻土融沉的有效措施。
The paper based on the case of shield tunneling horizontal freezing reinforcing engineering of Nanjing Subway Branch No.2 Yixianqiao Station. A comprehensive analysis approach, consisting of laboratory experiment, field measurement, theoretical analysis and numerical simulation calculation, was employed to study the property of artificially frozen soil thaw settlement, the physical and mechanical property of freezing thaw soil. In addition, the influence to surrounding environment and the prevention measurements of the freeze-thaw effect were also proposed.
The primary studies are as followed.
1.The thaw settlement property laboratory experiment was carried out to test some typical soil of Nanjing with the self-made thaw settlement testing devices. The cod junction temperature, water content, dry density, load and melting temperature were tested for the influence to thawing settlement coefficient. Prediction model of artificial frozen soil thawing settlement coefficient was built up with BP artificial neural network.
2.Another laboratory experiment was taken on the widely distributed silt clay in Nanjing. The difference of physical and mechanical properties between intact soil and thawed soil was studied systematically. Furthermore, the effects of initial water content, initial dry density, opening condition, cold junction temperature, melting temperature to the physical and mechanical property of thawed soil were also detected.
3. Referring to the features of artificial freezing method, a finite element modeling method, which is able to respond to the environment-influencing factors including frozen soil thawing settlement, changes of thawed soil constitutive relation, consolidation of thawed soil, soil body opening uninstall, was proposed.
4.A finite element analysis was made to the actual case of hield tunneling horizontal freezing reinforcing engineering of Nanjing Subway Branch No.2 Yixianqiao Station by using the 3-D finite element modeling method mentioned above.
5.The 3-D finite element modeling was employed to systematically analyze the relationship between different parameters and melting temperature field, ground displacement field,ground settlement speed.
6.In the application of numerical simulation, the influence of the thawing methods,position of grouting, quantitiy of grouting, the times of grouting and grouting mode to ground settlement were analyzed, pointing out the method of thaw settlement grouting after divisional forced thaw is the effective measures to prevent artificial frozen soil from thawing settlement.
引文
[1]王异,张志权,译.冻土物理学[M].长春:吉林科学出版社,1985.
[2] Rojo J L,Novillo A,Alocen J R.Soil freezing for the Valencia underground Railway work.In:Ground Freezing9l.Rotterdam:Balkema,1997.
[3] Joseph A Sopko Tr, John A Shster, et al. Frozen earth cofferdam design.in:Ground Freezing9l. Rotterdam:Balkema, 1991.
[4] Rebhan D. New experience and problems with LIN ground freezing.In:Ground Freezing9l.Rotterdam: Balkema,1991.
[5] Peter Jodan,Helmut Hab.Use of artificial ground freezing in three section of the Dusseld of subway. In: Ground Freezing. Proc 7ISGF,1994.
[6] Buinger A.Application of artificial ground freezing with liquid nitrogen(LIN)/ new control hardware. In:Ground Freezing, Proc of 8ISGF,1996.
[7] Shane Wallis.Freezing under the sea rescues Oslofjord highway tunnel.Tunnel,8:19-26.
[8] Cheng Xiangsheng,Liu Jianhang, Zhu Husheng,et al.Application of AGF to Shanghai Metrol.In:Ground Freezing97.Rotterdam,Sweden:Balkema,1997.
[9]周晓敏,王梦恕,张顶立,崔海涛.地层冻结技术在北京地铁施工中的应用分析[J].岩土工程界,2002,5(3):61-64.
[10]丁光莹,章仁财,罗良友.大连路隧道江底联络通道冻结施工技术[J].地下工程与隧道,2003,3:30-35.
[11]岳敏,蒋国盛.大连路越江隧道连接通道水平冻结孔的钻进[[J].西部探矿工程,2004,2:112-113.
[12]岳丰田,张勇,杨国祥,石荣剑,丁光莹.隧道联络通道冻结位移场模型试验研究[[J].中国矿业大学学报,2005,34(2) :209-212.
[13]仇培云,岳丰田,杨国祥等.上海市大连路越江隧道联络通道冻结施工模拟试验研究[[J].岩土工程界,2004,8(3):32-33.
[14]王灵敏,王先锋.冻结法施工越江隧道联络通道工程事故分析[J].建筑施工,2005,27(8):51-53.
[15]李大勇,赵少飞,胡向东.越江隧道泵房冻结施工三维数值模拟[J].岩土力学,2004,25(增刊):67-70.
[16]周兴荣.冻结法在上海地铁支护工程中的应用[J].西部探矿工程,2002, (增刊001):187-189.
[17]秦爱芳,李永和.人工土层冻结法加固在盾构出洞施工中的应用[J].岩土力学,2004,25(增刊2):449-452.
[18]马玉峰,苏立凡,徐兵壮,汪崇鲜.地铁隧道联络通道和泵站的水平冻结施工[J].建井技术,2000,21(3):39-41.
[19]刘艳滨.地铁盾构隧道旁通道冻结法施工技术[J].铁道建筑技术,2004,3:6-11.
[20]焦炬若.浅谈冻结法施工工艺与监理质量控制[J].中国市政工程,2003,5:59-62.
[21]乔卫国,李大勇,吴祥祖.地铁联络通道冻结监测分析[J].岩土力学,2003,24(4):666-669.
[22]李大勇,吕爱钟,张庆贺,张裕康.南京地铁旁通道冻结实测分析研究[J].岩石力学与工程学报,2004,23(2):334-338.
[23]李荣智,陈馈,史基盛.南京地铁联络通道冷冻法施工技术[J].建筑机械化,2004,2:33-35.
[24]郭晓江.冻结法在广州地铁二号线暗挖隧道中的应用[J].煤炭工程,2001,12:27-29.
[25]王书伟.冻结法施工在深圳地铁中的应用[J].山西建筑,2005,31(13):114-115.
[26]赵林.冻结法在深圳地铁暗挖隧道中的运用[J].西部探矿工程,2004,10:99-102.
[27]周密,罗纪彬,刘武.冻结法在湖口大桥桩基施工中的运用[J].公路与气运,2001,3:37-39.
[28]刘铁军,李慧英,刘宇徽.冻结法在湖口大桥桩基施工中的应用[J].湖南交通科技,2004,30(3):67-70.
[29]席芳柏,黄自文,蔡小秋.冻结法施工技术在湖口大桥中的应用[J].华东公路,1999,3:48-51.
[30]杨应科,郑俊杰,方秦汉.冻结法在桥梁深水桩基施工中的应用[J],桥梁建设,2002,2:54-56.
[31]周兴荣,王宗金,张亚光等.冻结法在广州丫髻沙大桥桩基事故处理中的应用[J].建井技术,2000,21(2):38-40.
[32]马奕斌,何培勇,赵有明.润扬大桥南汊悬索桥南锚碇基础冻结排桩法设计与施工[J].广东交通职业技术学院学报,2005,4(3):20-22.
[33]沈忠群,肖钊义.排桩冻结法在桥梁基础工程中的应用[J].世界桥梁,2005,2:20-23.
[34]徐泽亚.冻结法施工在润扬大桥南锚碇基础工程中的应用[J].公路,2002,11:39-41.
[35]崔灏.三圈管冻结壁形成特性的试验研究.安徽理工大学硕士学位论文,2005.
[36]张树光,孙利.深基坑排桩冻结温度场的数值模拟[J].岩土工程学报.2006,28(增刊):1510-1512.
[37]刘为民,何平,张钊.土体导热系数的评价与计算[J].冰川冻土,2002,24(6):770-773.
[38]金永军,杨维好.冻土直墙用于基坑支护的研究[J].岩石力学与工程学报.2004,23(13):2280-2285.
[39]吴祥祖,金明,张庆贺.南京地铁试验段旁通道水平冻结法施工技术及地面沉降分析研究[J].建筑技术开发,2004,31(5):77-79.
[40]杨平,陈明华,张维敏等.冻结壁形成规律及解冻规律实测研究[J].冰川冻土,1998,20(2):10-14.
[41]周真云.冻结法施工快速解冻研究及施工实践[J].西部探矿工程,2003,10:84-84.
[42]王文顺,王建平,井绪文等.人工冻结过程中温度场的试验研究[J].中国矿业大学学报,2004,33(4):388-392.
[43]汪仁和,李晓军.冻结温度场的叠加计算与计算机方法[J].安徽理工大学学报,2003,23(1):25-29.
[44]徐信炎.冰冻管对流砂的冻结过程[J].上海海运学院学报,1985,4:31-38.
[45]李方政,夏明萍.基于指数积分函数的人工冻土温度场解析研究[J].东南大学学报,2004,34(4):469-473.
[46]何发祥,黄英.用BP网格求解土体的导热系数[J].岩土力学,2000,21(1):83-87.
[47]陈永平,施明恒.应用分形理论的实际多孔介质有效导热系数的研究[J].应用科学学报,2000,18(3):263-266.
[48]王建伟,李书明,李振卿.冻土层等效导热系数的探讨[J].防渗技术,2001,7(2):20-24.
[49]崔广心,刘琍亭.有压条件下湿砂结冰温度的研究[J].冰川冻土,1994,16(4):320-326.
[50]陈明雄,翁家杰.软土盾构隧道冻结施工试验研究[J].石家庄铁道学院学报,2000,13(增刊):37-39.
[51]姚兆明.人工冻土温度场影响因素灵敏度分析[J].水文地质工程地质,2006,3:38-40.
[52]姚直书,陈钧.水下冻结工程温度场物理模拟研究[J].煤炭科学技术,2006,34(10):55-58.
[53] H.L.Jessberger.Opening address.In:Jones and Holden,eds.Ground Freezing 88,Proceedings of 5th.International Symposium on Ground Freezing. Rotterdam:Balke ma AA,1989,407-411.
[54]郭兰坡、庞荣庆、史文国.竖井冻结壁温度场的有限元分析[J].中国矿业学院学报,1981,3:37-55.
[55]张燕,于松水.人工冻结壁形成及温度分布有限元分析[J].工程热物理学报,5(2):175-181.
[56]商翔宇,周国庆,别小勇.冻结土壤温度场数值模拟的改进[J].中国矿业大学学报,2005,34(2):179-183.
[57]傅连第、高兴旺.冻结壁温度场数值计算的两个新方法[J].第三届全国冻土学术会议论文集,1986.
[58]崔小朝,姚河省,刘亭.伴有相变的热传导焓式有限元法[J].太原重型机械学院学报,1995,16(2):169-172.
[59]曹荣斌.深井冻结凿井法数值模拟与工程计算.安徽理工大学硕士学位论文,2002.
[60]汪东波.双排管冻结温度场分布规律理论与试验研究.安徽理工大学硕士学位论文,2002.
[61]吉植强.季节冻土环境中人工冻土墙温度场与变形性能研究.哈尔滨工业大学硕士学位论文,2005.
[62]周希圣.隧道冻结工程水、温度、应力、位移场的耦合研究.中国矿业大学博士学位论文,1996.
[63]程言知.浅表隧道工程多冷源冻结温度、应力、水分场耦合研究.中南工业大学博士学位论文,2003.
[64]赖远明,吴紫汪,朱元林等.寒区隧道温度场和渗流场藕合问题的非线性分析[J].中国科学,1999, D辑(增刊1):21-27.
[65]汪仁和,李栋伟.人工多圈管冻结水热藕合数值模拟研究[J].岩石力学与工程学报,2007,26(2):355-359.
[66]赵建军,韩文峰,徐学祖等.人工冻结法施工的冻土壁温度场数学模型[J].天津城市建设学院学报,1999,5(1):30-34.
[67]熊旺,岳丰田,张水宾等.深厚表土层危险层位冻结温度场实测与数值模拟预测分析[J].煤炭技术,2006,25(10):78-80.
[68]王衍森,杨维好,任彦龙.冻结法凿井冻结温度场的数值反演与模拟[J].中国矿业大学学报,2005,34(5):626-629.
[69]靳巍巍,陈有亮,李磊等.隧道联络通道冻结法施工三维有限元温度场分析[J].上海大学学报,2008,14(1):85-90.
[70]郑波,张建明,马小杰等.人工冻结壁温度场数值分析[J].路基工程,2007,2:1-4.
[71]李磊,郭红波,丁季华等.地铁隧道联络通道冻结法施工三维温度场及性状分析[J].上海大学学报,2006,12(6):641-646.
[72]李双洋,张明义,高志华等.广州某地铁人工冻结法施工热力分析[J].冰川冻土,2006,28(6):823-832.
[73] John T. Holden.Improved thermal computations for artificially frozen shaft excavations.Journal of geotechnical and geoenvironmental engineering.1997,123(8):696-701.
[74]李萍,徐学祖等.冻结缘和冻胀模型的研究现状与进展[J].冰川冻土,2000,22(1):90-95.
[75] Everett D H. The thermodynamics of frost damage to porous solids [J]. Trans. Faraday Soc,1961,57: 1541-1551.
[76] Miller R D. Freezing and heaving of saturated and unsaturated soils [J]. Highway Research Record, 1972,(393):1-11.
[77] Satoshi Akagawa. Experimental study of frozen fringe characteristics[J].Cold Region Science and Technology,1988,15: 209-220.
[78] Jessberger H L. Opening address [A]. In: Jones and Holden, eds. Ground Freezing 88, Proceedings of 5th International Symposium on Ground Freezing[C]. Rotterdam: Balke ma A A,1989,407-411.
[79] Miyata Y.A macroscopic frost heave theory coupling equations and criteria for creation of new ice lens.Ground Freezing 97,Netherlands:Lulea University of Technology.1997.
[80] Muto Y,Watanabe K,Ishizaki T,Mizoguchi M.Microscopic observation of ice lensing and frost heaves in glass beads. Lewkowicz A G Allard M. The 7th International Permafrost Conference.Canada:Laval University,1998:783-787.
[81] K.Takeda and Y.Nakano,Growth condition of an ice layer in freezing soils under applied loads,I:Experiments,Cold Regions Research and Engineering Laboratory Report No.93-21,1993.
[82] Dieter Eigenbrod:Pore-water pressures in freezing and thawing fine-grained soils.Journal of Cold Regions Engineering,1996(6):77-92.
[83] A.G.Razaqpur,Daiyu Wang:Frost-induced deformations and stresses in pipelines. International Journal of Pressure Vessels and Piping,Volume 69,Issue 2,December 1996:105-118.
[84] Black P.B.and Mi11er,R.D.,Hydrautic conductivity and unfrozen water contentof air-free frozen soil,Water Resource Research,1990,26:323-329.
[85] Duquennoi C.,Fremond M.And Levy M.,Modelling of thermal soil behaviour,VTT Symposium 95,1989,895-915.
[86] Fremond M. and Mikkola M.,Thermodynamical modelling of freezing soil,Proceeding of 6th International Symposium on Ground Freezing,1991,17-24.
[87] Dan Yang,Deborah J.:Predicting frost heave using frost model with centrifuge models.Journal of Cold Regions Engineering,1998(2):64-83.
[88] F Talamucci:Freezing processes in porous media:Formation of ice lenses,swelling of the soil.Mathematical and Computer Modelling,Volume 37,Issues 5-6,March 2003:595-602.
[89] Takashi Ono.Lateral deformation of freezing clay under triaxial stress condition using laser-measuringdevice.Cold Regions Science and Technology 2002(35):45-54.
[90] Faruk Civan. Unfrozen water in freezing and thawing soils:kinetics and correlation.Journal of Cold Regions Engineering.2000(3):146-156.
[91] Sally A.Shoop,Susan R.Bigl.Moisture migration during freeze and thaw of unsaturated soils:modeling and large scale experiments.Cold Regions Science and Technology.1997,25(I):33-45.
[92] Takashi,T., Yamamoto,H.,EiJ'ect of penetration rate of freezing and confining stress on frost heave ratio. 3th Int. Permafrost Conf,1978: 1479-1483.
[93] Gilpin, R.R., A model for the prediction of ice tensing and frost heave in soils. Water Resource Research. 1985(21):281-296.
[94] Sheng Daichao. Thermodynamics of freezing soils. Theory and application.Ph.D. Thesis, Lulae University of Technology, Sweden.1994.
[95]徐学祖,邓友生.冻土中水分迁移的实验研究[M].北京:科学出版社,1991.
[96]于基宁,汪稔,谭峰屹等.饱和粉质粘土冻融力学效应试验研究[J].岩土工程界,2008,11(12):48-51.
[97]刘鸿绪.再论冻胀量与冻胀力的关系[J].冰川冻土,2001,23(1):63-66.
[98]李洪升,张斌.一维冻结土体冻胀量的水热力耦合计算[J].大连理工大学学报,1999,39(5):621-624.
[99]李洪升.基于冻土水分温度和外荷载相互作用的冻胀模式[J].大连理工大学学报,1998,38(1):29-33.
[100]何平,程国栋,朱元林.土体冻结过程中的热质迁移研究进展[J].冰川冻土,2001,23(1):92-98.
[101]张婷.人工冻土冻胀融沉特性研究.南京林业大学硕士论文,2004.
[102]程国栋.冻土力学与工程的国际研究新进展[J].国际地层冻结和土冻结作用会议论文集,2000年.
[103]朱强.论季节冻土冻胀沿冻深的分布[J].冰川冻土,1988,10(1):1-7.
[104]邴慧,何平,杨成松,施烨辉.开放系统下硫酸钠盐对土体冻胀的影响[J].冰川冻土,2006,28(1):126-130.
[105]李述训,程国栋.冻融土中的水热输运问题[M].兰州:兰州大学出版社,1995.
[106]覃英宏,韦国荣,张建明等.封闭系统中饱和冻结粘土冻胀率的解析解[J].科学技术与工程,2007,7(19):5042-5045.
[107]单炜,张玉富,柳俊哲.季节性冻土的冻胀因素及其分类[J].低温建筑技术,2004,5:72-73.
[108]陈瑞杰,程国栋,李述训.人工地层冻结应用研究进展和展望[J].岩土工程学报,2000,22(1):40-44.
[109]苗天德,郭力,牛永红等.正冻土中水热迁移问题的混合物理论模型[J].中国科学, 1999,29(1):8-14.
[110]王铁行,胡长顺,李宁.冻土路基应力应变数值模型[J].岩土工程学报,2002,24(2):193-197.
[111]王铁行.多年冻土地区路基计算原理及临界高度研究.长安大学博士论文, 2001.
[112]毛雪松.多年冻土地区路基水热力场耦合效应研究.长安大学博士论文,2004.
[113]王正中、沙际德等.正交各向异性冻土与建筑物相互作用的非线性有限元分析[J].土木工程学报,1999,32(3):55-60.
[114]赖远明,吴紫汪,朱元林等.寒区隧道温度场、渗流场和应力场耦合问题的非线性分析[J].岩土工程学报,1999,21(5):429-533.
[115]侯芸,田波等.季节性冰冻地区路基内温度场、湿度场耦合计算[J].同济大学学报,2002,30(3):296-301.
[116]李宁,陈飞熊.饱和土体固液两相介质动力耦合问题有限元解析[J].西安公路交通大学学报,1997,19(4):6-10.
[117]陈飞熊,李宁,徐彬.非饱和正冻土的三场耦合理论框架[J].力学学报,2005,37(2):204-214.
[118]李宁,徐彬,陈飞熊.冻土路基温度场、变形场和应力场的耦合分析[J].中国公路学报,2006,19(3):1-7.
[119]夏慧民,邵琦,牛富俊.基坑冻结围护结构土压力环境的数值模拟分析[J].解放军理工大学学报,2008,9(1):62-66.
[120]王建平.人工冻土冻胀融沉规律的研究.中国矿业大学博士学位论文,1999.
[121]何平,程国栋,杨成松等.冻土融沉系数的评价方法[J].冰川冻土,2003,25(6):608-613.
[122]陈湘生、淮家骚等.土壤冻胀离心模拟试验[J].煤炭学报,1999,24(6):615-619.
[123]王建平,王文顺.人工冻结土体冻胀融沉的模型试验[J].中国矿业大学学报,1999,28(4):303-306.
[124]周国庆.饱水砂层中结构的融沉附加力研究[J].冰川冻土,1998,20(2):11-14.
[125]张喜发,陈继,张冬青.融沉系数在季冻区高速公路路基冻害研究中的应用[J].冰川冻土,2002,24(5):634-638.
[126]马巍.围压作用下冻土的强度与变形分析.北京理工大学博士学位论文,2000.
[127]张向东,刘功勋,栾茂田.辽西地区风积土冻融特性与冻融过程结构性演变规律试验研究[J].岩石力学与工程学报,2008,27(增1):2946-2952.
[128]许强,刘卓.冻土融沉系数的预报模式[J].结构工程师,2005,21(6):46-49.
[129]张远芳,慈军,肖俊.灰色关联优势分析在冻土中的应用[J].水利与建筑工程学报,2006,4(1):12-14.
[130]宋珺,朱明,袁文忠.季节性冻土地区路基的冻胀与融沉[J].路基工程,2007,1:26-28.
[131]陈舟,王敏,敦超超.人工冻土的冻胀融沉及防治[J].山西建筑,2008,34(25):118-119.
[132]梁波,张贵生,刘德仁.冻融循环条件下土的融沉性质试验研究[J].岩土工程学报,2006,28(10):1213-1217.
[133] Nixon J F,Ladanyi B.Thaw consolidation[C].In:Andersland O B,Anderson M,eds.Geotechnical Engineering for Cold Regions(chapter4).New York:McGraw Hill,1978.
[134] A.Foriero and B.Ladanyi.FEM Assessment of large-strain thaw consolidation.Cold Regions Science and Technology,1995,23(2):121-136.
[135] Sally Shoop.Cap plasticity model for thawing soil.Calibration of Constitutive Models.2005(3):139-150.
[136] Chamberlain Edwin J, Gow Anthony J. Effect of freezing and thawing on the permeability and structure of soils[J]. Engineering Geology,1979,13(1-4):73-92.
[137] Chamberlain E J, Iskander I, Hunsiker S E. Effect of freeze-thaw cycles on the permeability and macrostructure of soils[C].In:Proceedings of International Symposium on Frozen Soil Impacts on Agricultural, Range and Forest Lands.Spokane,Wash. U. S. Army Cold Regions Research and Engineering Laboratory,Special Report 9021,1990.145-155.
[138] Zimmie T F,LaPlante C.The effect of freeze-thaw cycles on the permeability of a fine grained soil[C].In:Proceedings of 22nd Mid-Atlantic Industrial Waste Conference. Phailadelphia,Pa:Drexel University,1990,580-593.
[139] Kim Woon-Hyung,Daniel David E. Effects of freezing on hydraulic conductivity of compacted clay[J].Journal of Geotechnical Engineering,1992,118(7):1083-1097.
[140] Chamberlain E J. Physical changes in clays due to frost action and their effect on engineering structures[C].In:Proceedings of the International Symposium on Frost in Geotechnical Engineering.Rotterdam,the Netherlands: A. A. Balkema,1989.863-893.
[141] Boynton S S,Daniel D E.Hydraulic conductivity tests on compacted clay. ASCE Journal of geotechnical engineering[J],1985,116(10):1549-1567.
[142] Konrad,J.M. Physical processes during freeze-thaw cycles in clayed silts.Cold Regions Science and Technology,1989.16(3):291-303.
[143] Viklander,P.Influence of cycles of freezing and thawing on the permeability in soils,literature investigation.Lulea University of Technology,Lulea, Sweden,Technical Report,1995.
[144] Viklander,P.,K nutsson,S. Permeability changes in a fine-grained till due to cycles of freezing and thawing.In. Knutsson,S(Eds.),Proc.International Symposium on Ground Freezing and Frost in soi1s,15-17April, Lulea,Sweden.A.A. Balkema,Rotterdam,1997:193-202.
[145] Viklander Peter.Permeability and volume changes in till due to cyclic freeze-thaw[J].Canadian Geotechnical Journal,1998,35(3):471-477.
[146] Viklander,P. Laboratory study of stone heave in till exposed to freezing and thawing.Cold Regions Science and Technology,1998.27:141-152.
[147] Graham,J.and Au,V. C. S. Effects of freeze-thaw and softening on a natural clay at low stresses[J].Canadian Geotechnical Journal.1985,22(1):69-78.
[148] Leroueil.S,Tardif.J,Roy.M et al. Effects of frost on the mechanical behaviour of Champlain Sea clays[J].Canadian Geotechnical Journal.1991,28(5):690-697.
[149] Ono,T. and Mitachi,T. Computer controlled triaxial freeze-thaw-shear apparatus[C].Proc. 8th Int.Symp. Ground Freezing.A.A. Balkema,Rotterdam,Netherlands.1997:335-339.
[150] Elliott,R. P. and Thornton,S.I. Resilient modulus and AASHTO pavement design[J].Transportation research record.1988.1196:116-124.
[151] Lee,Woojin;Bohra, N.C.,Altschaeffl,A.G and White,T.D. Resilient modulus of cohesive soils and the effect of freeze-thaw[J]. Canadian Geotechnical Journal.1995,32(4):559-568.
[152] Simonsen,Erik;Janoo,Vincent C.and Isacsson,Ulf.Resilient Properties of Unbound Road Materials during Seasonal Frost Conditions[J]. Journal of Cold Regions Engineering. 2002,16(1):28-50.
[153] Ogata,N.,Kataoka,T. and Komiya,A. Effect of freezing- thawing on the mechanical properties of soi1[C]. Proc.Proc.4th Int.Symp.Ground Freezing,Sapporo,Japan.1985:201-207.
[154]齐吉琳,马巍.冻融作用对超固结土强度的影响[J].岩土工程学报,2006,28(12):2082-2086.
[155] Aoyama,K.,S.Ogawa and M. Fukuda. Temperature dependencies of mechanical properties of soils subjected to freezing and thawing[C].Proceedings of the 4th International Symposium on Ground Freezing Sapporo,Japan (S.Kinosita and M.Fukuda,Ed.),Rotterdam,Netherlands:A.A.Balkema Publishers.1985: 217-222.
[156] GandahLR.The damaging effects of frost action in roads,overview of types of damage and preventive measures(in Swedish).Swedish Road and Traffic Research Institute,VTI Report no.230, Linkoping,Sweden,1980.
[157] Konrad J M.Effect of freeze-thaw cycles on the freezing characteristics of a clayey silt at various overconsolidation ratios[J].Canadian Geotechnical Journal,1989,26(2):217-226.
[158] Goto Shigeru.Influence of a freeze and thaw cycle on liquefaction resistance of sandy soils[J].Soils and Foundations.1993,33(4):148-158.
[159]罗小刚,陈湘生,吴成义.冻融对土工参数影响的试验研究[J].建井技术,2000,21(2):24-27.
[160]杨平,张婷.人工冻融土物理力学性能研究[J].冰川冻土,2002,24(5):665-667.
[161]唐益群,杨坪,沈锋等.上海暗绿色粉质粘土冻融前后微观性状研究[J].同济大学学报,2007,35(1):6-9.
[162]杨成松,何平,成国栋,朱元林,赵淑萍.冻融作用对土体干容重和含水量影响的试验研究[J].岩石力学与工程学报,2003,22(增2):2695-2699.
[163]包卫星,杨晓华.冻融条件下盐渍土抗剪强度特性试验研究[J].公路,2008,1:5-10.
[164]马巍,徐学祖,张立新.冻融循环对石灰粉土剪切强度特性的影响[J],岩土工程学报,年1999,21(2):158-160.
[165]汪仁和,张世银,秦国秀.冻融土工程特性的试验研究[J].淮南工业学院学报,2001,12(5):35-37.
[166]和礼红.粉质粘土冻融循环的力学效应及其结构性研究.中国科学院武汉岩土力学研究所博士学位论文,2004.
[167]陈炜韬,王鹰,王明年等.冻融循环对盐渍土黏聚力影响的试验研究[J].岩土力学,2007,28(11):2343-2347.
[168]姚晓亮,齐吉琳,宋春霞.冻融作用对青藏粘土工程性质的影响[J].冰川冻土,2008,30(1):165-170.
[169]贾宝新,于崇,张树光.冻融作用下辽西风积土结构性变化[J].土壤通报,2008,39(4):822-825.
[170]刘瑞锋,胡向东,皮爱如.人工二次冻融土热力学参数试验[J].煤炭学报,2008,33(5):518-521.
[171]王晓春,张悼元.寒区工程与冻融力学[J].地学前缘,2000,7(增刊):99-104.
[172]岳丰田,张水宾,仇培云等.地铁联络通道冻结加固技术研究[J].地下空间与工程学报,2006,2(8):1341-1345.
[173]周希圣,林枫,任向东等.下穿运营地铁隧道冻结施工的应力位移场及其控制技术[J].力学季刊,2005,26(3):438-443.
[174]胡向东,陈蕊.双层越江隧道联络通道冻结法施工技术[J].低温建筑技术,2006,5:64-66.
[175]王灵敏,王文升.局部冻结法加固土体在大直径盾构出洞中应用[J].地下工程与隧道,2006,1:39-42.
[176]周幼吾,郭东信,邱国庆等.中国冻土[M].北京:科学出版社,2000.
[177] Katayama H,Joshima M,Tanaka M,et al. Application of freezing method for Widening an existing tunnel.In:Ground Freezing9l.Rotterdam:Balkema,1991.
[178]萩原春男,矢治幸雄,小宮山清志,近久博志,藤原雅博.地盤凍結工法の融解時における周辺地盤の温度変化と変形挙動[C].第27回土質工学研究発表会,1992:1175-1178
[179]夏杰.运营地铁车站下水平控制冻结技术研究.同济大学硕士学位论文,2005.
[180]夏杰,楼根达,余志松.饱和粉砂地层中地铁车站交叉穿越冻结法施工技术[J].建井技术,2006,27(1):10-12.
[181]刘珣,梁鹏.城市地下工程中人工冻结法的防冻胀优化设计研究[J].武汉科技大学学报,2004,27(4):387-390.
[182]李文勇,石荣剑,张水宾等.冻结加固融沉注浆作用机理与应用技术[J].徐州工程学院学报,2007,22(6):47-52.
[183]岳丰田,张水宾,李文勇等.地铁联络通道冻结加固融沉注浆研究[J].岩土力学,2008,29(8):2283-2286.
[184]周国庆.间歇冻结抑制人工冻土冻胀机理分析[J].中国矿业大学学报,1999,28(5):413-416.
[185]周金生,周国庆,马巍等.间歇冻结控制人工冻土冻胀的试验研究[J].中国矿业大学学报,2006,35(6):708-712.
[186]姚直书,程桦.锚碇深基坑排桩冻土墙围护结构的冻胀力研究[J].岩石力学与工程学报,2004,23(9):1521-1524.
[187]吕善国,岳丰田.上海软土冻结加固冻胀防治技术的模拟试验研究[J].盐城工学院学报,2005,18(1):56-59.
[188]张旭芝.高原多年冻土涵洞温度场及地基土冻融变形规律研究.中南大学博士论文, 2007.
[2] Rojo J L,Novillo A,Alocen J R.Soil freezing for the Valencia underground Railway work.In:Ground Freezing9l.Rotterdam:Balkema,1997.
[3] Joseph A Sopko Tr, John A Shster, et al. Frozen earth cofferdam design.in:Ground Freezing9l. Rotterdam:Balkema, 1991.
[4] Rebhan D. New experience and problems with LIN ground freezing.In:Ground Freezing9l.Rotterdam: Balkema,1991.
[5] Peter Jodan,Helmut Hab.Use of artificial ground freezing in three section of the Dusseld of subway. In: Ground Freezing. Proc 7ISGF,1994.
[6] Buinger A.Application of artificial ground freezing with liquid nitrogen(LIN)/ new control hardware. In:Ground Freezing, Proc of 8ISGF,1996.
[7] Shane Wallis.Freezing under the sea rescues Oslofjord highway tunnel.Tunnel,8:19-26.
[8] Cheng Xiangsheng,Liu Jianhang, Zhu Husheng,et al.Application of AGF to Shanghai Metrol.In:Ground Freezing97.Rotterdam,Sweden:Balkema,1997.
[9]周晓敏,王梦恕,张顶立,崔海涛.地层冻结技术在北京地铁施工中的应用分析[J].岩土工程界,2002,5(3):61-64.
[10]丁光莹,章仁财,罗良友.大连路隧道江底联络通道冻结施工技术[J].地下工程与隧道,2003,3:30-35.
[11]岳敏,蒋国盛.大连路越江隧道连接通道水平冻结孔的钻进[[J].西部探矿工程,2004,2:112-113.
[12]岳丰田,张勇,杨国祥,石荣剑,丁光莹.隧道联络通道冻结位移场模型试验研究[[J].中国矿业大学学报,2005,34(2) :209-212.
[13]仇培云,岳丰田,杨国祥等.上海市大连路越江隧道联络通道冻结施工模拟试验研究[[J].岩土工程界,2004,8(3):32-33.
[14]王灵敏,王先锋.冻结法施工越江隧道联络通道工程事故分析[J].建筑施工,2005,27(8):51-53.
[15]李大勇,赵少飞,胡向东.越江隧道泵房冻结施工三维数值模拟[J].岩土力学,2004,25(增刊):67-70.
[16]周兴荣.冻结法在上海地铁支护工程中的应用[J].西部探矿工程,2002, (增刊001):187-189.
[17]秦爱芳,李永和.人工土层冻结法加固在盾构出洞施工中的应用[J].岩土力学,2004,25(增刊2):449-452.
[18]马玉峰,苏立凡,徐兵壮,汪崇鲜.地铁隧道联络通道和泵站的水平冻结施工[J].建井技术,2000,21(3):39-41.
[19]刘艳滨.地铁盾构隧道旁通道冻结法施工技术[J].铁道建筑技术,2004,3:6-11.
[20]焦炬若.浅谈冻结法施工工艺与监理质量控制[J].中国市政工程,2003,5:59-62.
[21]乔卫国,李大勇,吴祥祖.地铁联络通道冻结监测分析[J].岩土力学,2003,24(4):666-669.
[22]李大勇,吕爱钟,张庆贺,张裕康.南京地铁旁通道冻结实测分析研究[J].岩石力学与工程学报,2004,23(2):334-338.
[23]李荣智,陈馈,史基盛.南京地铁联络通道冷冻法施工技术[J].建筑机械化,2004,2:33-35.
[24]郭晓江.冻结法在广州地铁二号线暗挖隧道中的应用[J].煤炭工程,2001,12:27-29.
[25]王书伟.冻结法施工在深圳地铁中的应用[J].山西建筑,2005,31(13):114-115.
[26]赵林.冻结法在深圳地铁暗挖隧道中的运用[J].西部探矿工程,2004,10:99-102.
[27]周密,罗纪彬,刘武.冻结法在湖口大桥桩基施工中的运用[J].公路与气运,2001,3:37-39.
[28]刘铁军,李慧英,刘宇徽.冻结法在湖口大桥桩基施工中的应用[J].湖南交通科技,2004,30(3):67-70.
[29]席芳柏,黄自文,蔡小秋.冻结法施工技术在湖口大桥中的应用[J].华东公路,1999,3:48-51.
[30]杨应科,郑俊杰,方秦汉.冻结法在桥梁深水桩基施工中的应用[J],桥梁建设,2002,2:54-56.
[31]周兴荣,王宗金,张亚光等.冻结法在广州丫髻沙大桥桩基事故处理中的应用[J].建井技术,2000,21(2):38-40.
[32]马奕斌,何培勇,赵有明.润扬大桥南汊悬索桥南锚碇基础冻结排桩法设计与施工[J].广东交通职业技术学院学报,2005,4(3):20-22.
[33]沈忠群,肖钊义.排桩冻结法在桥梁基础工程中的应用[J].世界桥梁,2005,2:20-23.
[34]徐泽亚.冻结法施工在润扬大桥南锚碇基础工程中的应用[J].公路,2002,11:39-41.
[35]崔灏.三圈管冻结壁形成特性的试验研究.安徽理工大学硕士学位论文,2005.
[36]张树光,孙利.深基坑排桩冻结温度场的数值模拟[J].岩土工程学报.2006,28(增刊):1510-1512.
[37]刘为民,何平,张钊.土体导热系数的评价与计算[J].冰川冻土,2002,24(6):770-773.
[38]金永军,杨维好.冻土直墙用于基坑支护的研究[J].岩石力学与工程学报.2004,23(13):2280-2285.
[39]吴祥祖,金明,张庆贺.南京地铁试验段旁通道水平冻结法施工技术及地面沉降分析研究[J].建筑技术开发,2004,31(5):77-79.
[40]杨平,陈明华,张维敏等.冻结壁形成规律及解冻规律实测研究[J].冰川冻土,1998,20(2):10-14.
[41]周真云.冻结法施工快速解冻研究及施工实践[J].西部探矿工程,2003,10:84-84.
[42]王文顺,王建平,井绪文等.人工冻结过程中温度场的试验研究[J].中国矿业大学学报,2004,33(4):388-392.
[43]汪仁和,李晓军.冻结温度场的叠加计算与计算机方法[J].安徽理工大学学报,2003,23(1):25-29.
[44]徐信炎.冰冻管对流砂的冻结过程[J].上海海运学院学报,1985,4:31-38.
[45]李方政,夏明萍.基于指数积分函数的人工冻土温度场解析研究[J].东南大学学报,2004,34(4):469-473.
[46]何发祥,黄英.用BP网格求解土体的导热系数[J].岩土力学,2000,21(1):83-87.
[47]陈永平,施明恒.应用分形理论的实际多孔介质有效导热系数的研究[J].应用科学学报,2000,18(3):263-266.
[48]王建伟,李书明,李振卿.冻土层等效导热系数的探讨[J].防渗技术,2001,7(2):20-24.
[49]崔广心,刘琍亭.有压条件下湿砂结冰温度的研究[J].冰川冻土,1994,16(4):320-326.
[50]陈明雄,翁家杰.软土盾构隧道冻结施工试验研究[J].石家庄铁道学院学报,2000,13(增刊):37-39.
[51]姚兆明.人工冻土温度场影响因素灵敏度分析[J].水文地质工程地质,2006,3:38-40.
[52]姚直书,陈钧.水下冻结工程温度场物理模拟研究[J].煤炭科学技术,2006,34(10):55-58.
[53] H.L.Jessberger.Opening address.In:Jones and Holden,eds.Ground Freezing 88,Proceedings of 5th.International Symposium on Ground Freezing. Rotterdam:Balke ma AA,1989,407-411.
[54]郭兰坡、庞荣庆、史文国.竖井冻结壁温度场的有限元分析[J].中国矿业学院学报,1981,3:37-55.
[55]张燕,于松水.人工冻结壁形成及温度分布有限元分析[J].工程热物理学报,5(2):175-181.
[56]商翔宇,周国庆,别小勇.冻结土壤温度场数值模拟的改进[J].中国矿业大学学报,2005,34(2):179-183.
[57]傅连第、高兴旺.冻结壁温度场数值计算的两个新方法[J].第三届全国冻土学术会议论文集,1986.
[58]崔小朝,姚河省,刘亭.伴有相变的热传导焓式有限元法[J].太原重型机械学院学报,1995,16(2):169-172.
[59]曹荣斌.深井冻结凿井法数值模拟与工程计算.安徽理工大学硕士学位论文,2002.
[60]汪东波.双排管冻结温度场分布规律理论与试验研究.安徽理工大学硕士学位论文,2002.
[61]吉植强.季节冻土环境中人工冻土墙温度场与变形性能研究.哈尔滨工业大学硕士学位论文,2005.
[62]周希圣.隧道冻结工程水、温度、应力、位移场的耦合研究.中国矿业大学博士学位论文,1996.
[63]程言知.浅表隧道工程多冷源冻结温度、应力、水分场耦合研究.中南工业大学博士学位论文,2003.
[64]赖远明,吴紫汪,朱元林等.寒区隧道温度场和渗流场藕合问题的非线性分析[J].中国科学,1999, D辑(增刊1):21-27.
[65]汪仁和,李栋伟.人工多圈管冻结水热藕合数值模拟研究[J].岩石力学与工程学报,2007,26(2):355-359.
[66]赵建军,韩文峰,徐学祖等.人工冻结法施工的冻土壁温度场数学模型[J].天津城市建设学院学报,1999,5(1):30-34.
[67]熊旺,岳丰田,张水宾等.深厚表土层危险层位冻结温度场实测与数值模拟预测分析[J].煤炭技术,2006,25(10):78-80.
[68]王衍森,杨维好,任彦龙.冻结法凿井冻结温度场的数值反演与模拟[J].中国矿业大学学报,2005,34(5):626-629.
[69]靳巍巍,陈有亮,李磊等.隧道联络通道冻结法施工三维有限元温度场分析[J].上海大学学报,2008,14(1):85-90.
[70]郑波,张建明,马小杰等.人工冻结壁温度场数值分析[J].路基工程,2007,2:1-4.
[71]李磊,郭红波,丁季华等.地铁隧道联络通道冻结法施工三维温度场及性状分析[J].上海大学学报,2006,12(6):641-646.
[72]李双洋,张明义,高志华等.广州某地铁人工冻结法施工热力分析[J].冰川冻土,2006,28(6):823-832.
[73] John T. Holden.Improved thermal computations for artificially frozen shaft excavations.Journal of geotechnical and geoenvironmental engineering.1997,123(8):696-701.
[74]李萍,徐学祖等.冻结缘和冻胀模型的研究现状与进展[J].冰川冻土,2000,22(1):90-95.
[75] Everett D H. The thermodynamics of frost damage to porous solids [J]. Trans. Faraday Soc,1961,57: 1541-1551.
[76] Miller R D. Freezing and heaving of saturated and unsaturated soils [J]. Highway Research Record, 1972,(393):1-11.
[77] Satoshi Akagawa. Experimental study of frozen fringe characteristics[J].Cold Region Science and Technology,1988,15: 209-220.
[78] Jessberger H L. Opening address [A]. In: Jones and Holden, eds. Ground Freezing 88, Proceedings of 5th International Symposium on Ground Freezing[C]. Rotterdam: Balke ma A A,1989,407-411.
[79] Miyata Y.A macroscopic frost heave theory coupling equations and criteria for creation of new ice lens.Ground Freezing 97,Netherlands:Lulea University of Technology.1997.
[80] Muto Y,Watanabe K,Ishizaki T,Mizoguchi M.Microscopic observation of ice lensing and frost heaves in glass beads. Lewkowicz A G Allard M. The 7th International Permafrost Conference.Canada:Laval University,1998:783-787.
[81] K.Takeda and Y.Nakano,Growth condition of an ice layer in freezing soils under applied loads,I:Experiments,Cold Regions Research and Engineering Laboratory Report No.93-21,1993.
[82] Dieter Eigenbrod:Pore-water pressures in freezing and thawing fine-grained soils.Journal of Cold Regions Engineering,1996(6):77-92.
[83] A.G.Razaqpur,Daiyu Wang:Frost-induced deformations and stresses in pipelines. International Journal of Pressure Vessels and Piping,Volume 69,Issue 2,December 1996:105-118.
[84] Black P.B.and Mi11er,R.D.,Hydrautic conductivity and unfrozen water contentof air-free frozen soil,Water Resource Research,1990,26:323-329.
[85] Duquennoi C.,Fremond M.And Levy M.,Modelling of thermal soil behaviour,VTT Symposium 95,1989,895-915.
[86] Fremond M. and Mikkola M.,Thermodynamical modelling of freezing soil,Proceeding of 6th International Symposium on Ground Freezing,1991,17-24.
[87] Dan Yang,Deborah J.:Predicting frost heave using frost model with centrifuge models.Journal of Cold Regions Engineering,1998(2):64-83.
[88] F Talamucci:Freezing processes in porous media:Formation of ice lenses,swelling of the soil.Mathematical and Computer Modelling,Volume 37,Issues 5-6,March 2003:595-602.
[89] Takashi Ono.Lateral deformation of freezing clay under triaxial stress condition using laser-measuringdevice.Cold Regions Science and Technology 2002(35):45-54.
[90] Faruk Civan. Unfrozen water in freezing and thawing soils:kinetics and correlation.Journal of Cold Regions Engineering.2000(3):146-156.
[91] Sally A.Shoop,Susan R.Bigl.Moisture migration during freeze and thaw of unsaturated soils:modeling and large scale experiments.Cold Regions Science and Technology.1997,25(I):33-45.
[92] Takashi,T., Yamamoto,H.,EiJ'ect of penetration rate of freezing and confining stress on frost heave ratio. 3th Int. Permafrost Conf,1978: 1479-1483.
[93] Gilpin, R.R., A model for the prediction of ice tensing and frost heave in soils. Water Resource Research. 1985(21):281-296.
[94] Sheng Daichao. Thermodynamics of freezing soils. Theory and application.Ph.D. Thesis, Lulae University of Technology, Sweden.1994.
[95]徐学祖,邓友生.冻土中水分迁移的实验研究[M].北京:科学出版社,1991.
[96]于基宁,汪稔,谭峰屹等.饱和粉质粘土冻融力学效应试验研究[J].岩土工程界,2008,11(12):48-51.
[97]刘鸿绪.再论冻胀量与冻胀力的关系[J].冰川冻土,2001,23(1):63-66.
[98]李洪升,张斌.一维冻结土体冻胀量的水热力耦合计算[J].大连理工大学学报,1999,39(5):621-624.
[99]李洪升.基于冻土水分温度和外荷载相互作用的冻胀模式[J].大连理工大学学报,1998,38(1):29-33.
[100]何平,程国栋,朱元林.土体冻结过程中的热质迁移研究进展[J].冰川冻土,2001,23(1):92-98.
[101]张婷.人工冻土冻胀融沉特性研究.南京林业大学硕士论文,2004.
[102]程国栋.冻土力学与工程的国际研究新进展[J].国际地层冻结和土冻结作用会议论文集,2000年.
[103]朱强.论季节冻土冻胀沿冻深的分布[J].冰川冻土,1988,10(1):1-7.
[104]邴慧,何平,杨成松,施烨辉.开放系统下硫酸钠盐对土体冻胀的影响[J].冰川冻土,2006,28(1):126-130.
[105]李述训,程国栋.冻融土中的水热输运问题[M].兰州:兰州大学出版社,1995.
[106]覃英宏,韦国荣,张建明等.封闭系统中饱和冻结粘土冻胀率的解析解[J].科学技术与工程,2007,7(19):5042-5045.
[107]单炜,张玉富,柳俊哲.季节性冻土的冻胀因素及其分类[J].低温建筑技术,2004,5:72-73.
[108]陈瑞杰,程国栋,李述训.人工地层冻结应用研究进展和展望[J].岩土工程学报,2000,22(1):40-44.
[109]苗天德,郭力,牛永红等.正冻土中水热迁移问题的混合物理论模型[J].中国科学, 1999,29(1):8-14.
[110]王铁行,胡长顺,李宁.冻土路基应力应变数值模型[J].岩土工程学报,2002,24(2):193-197.
[111]王铁行.多年冻土地区路基计算原理及临界高度研究.长安大学博士论文, 2001.
[112]毛雪松.多年冻土地区路基水热力场耦合效应研究.长安大学博士论文,2004.
[113]王正中、沙际德等.正交各向异性冻土与建筑物相互作用的非线性有限元分析[J].土木工程学报,1999,32(3):55-60.
[114]赖远明,吴紫汪,朱元林等.寒区隧道温度场、渗流场和应力场耦合问题的非线性分析[J].岩土工程学报,1999,21(5):429-533.
[115]侯芸,田波等.季节性冰冻地区路基内温度场、湿度场耦合计算[J].同济大学学报,2002,30(3):296-301.
[116]李宁,陈飞熊.饱和土体固液两相介质动力耦合问题有限元解析[J].西安公路交通大学学报,1997,19(4):6-10.
[117]陈飞熊,李宁,徐彬.非饱和正冻土的三场耦合理论框架[J].力学学报,2005,37(2):204-214.
[118]李宁,徐彬,陈飞熊.冻土路基温度场、变形场和应力场的耦合分析[J].中国公路学报,2006,19(3):1-7.
[119]夏慧民,邵琦,牛富俊.基坑冻结围护结构土压力环境的数值模拟分析[J].解放军理工大学学报,2008,9(1):62-66.
[120]王建平.人工冻土冻胀融沉规律的研究.中国矿业大学博士学位论文,1999.
[121]何平,程国栋,杨成松等.冻土融沉系数的评价方法[J].冰川冻土,2003,25(6):608-613.
[122]陈湘生、淮家骚等.土壤冻胀离心模拟试验[J].煤炭学报,1999,24(6):615-619.
[123]王建平,王文顺.人工冻结土体冻胀融沉的模型试验[J].中国矿业大学学报,1999,28(4):303-306.
[124]周国庆.饱水砂层中结构的融沉附加力研究[J].冰川冻土,1998,20(2):11-14.
[125]张喜发,陈继,张冬青.融沉系数在季冻区高速公路路基冻害研究中的应用[J].冰川冻土,2002,24(5):634-638.
[126]马巍.围压作用下冻土的强度与变形分析.北京理工大学博士学位论文,2000.
[127]张向东,刘功勋,栾茂田.辽西地区风积土冻融特性与冻融过程结构性演变规律试验研究[J].岩石力学与工程学报,2008,27(增1):2946-2952.
[128]许强,刘卓.冻土融沉系数的预报模式[J].结构工程师,2005,21(6):46-49.
[129]张远芳,慈军,肖俊.灰色关联优势分析在冻土中的应用[J].水利与建筑工程学报,2006,4(1):12-14.
[130]宋珺,朱明,袁文忠.季节性冻土地区路基的冻胀与融沉[J].路基工程,2007,1:26-28.
[131]陈舟,王敏,敦超超.人工冻土的冻胀融沉及防治[J].山西建筑,2008,34(25):118-119.
[132]梁波,张贵生,刘德仁.冻融循环条件下土的融沉性质试验研究[J].岩土工程学报,2006,28(10):1213-1217.
[133] Nixon J F,Ladanyi B.Thaw consolidation[C].In:Andersland O B,Anderson M,eds.Geotechnical Engineering for Cold Regions(chapter4).New York:McGraw Hill,1978.
[134] A.Foriero and B.Ladanyi.FEM Assessment of large-strain thaw consolidation.Cold Regions Science and Technology,1995,23(2):121-136.
[135] Sally Shoop.Cap plasticity model for thawing soil.Calibration of Constitutive Models.2005(3):139-150.
[136] Chamberlain Edwin J, Gow Anthony J. Effect of freezing and thawing on the permeability and structure of soils[J]. Engineering Geology,1979,13(1-4):73-92.
[137] Chamberlain E J, Iskander I, Hunsiker S E. Effect of freeze-thaw cycles on the permeability and macrostructure of soils[C].In:Proceedings of International Symposium on Frozen Soil Impacts on Agricultural, Range and Forest Lands.Spokane,Wash. U. S. Army Cold Regions Research and Engineering Laboratory,Special Report 9021,1990.145-155.
[138] Zimmie T F,LaPlante C.The effect of freeze-thaw cycles on the permeability of a fine grained soil[C].In:Proceedings of 22nd Mid-Atlantic Industrial Waste Conference. Phailadelphia,Pa:Drexel University,1990,580-593.
[139] Kim Woon-Hyung,Daniel David E. Effects of freezing on hydraulic conductivity of compacted clay[J].Journal of Geotechnical Engineering,1992,118(7):1083-1097.
[140] Chamberlain E J. Physical changes in clays due to frost action and their effect on engineering structures[C].In:Proceedings of the International Symposium on Frost in Geotechnical Engineering.Rotterdam,the Netherlands: A. A. Balkema,1989.863-893.
[141] Boynton S S,Daniel D E.Hydraulic conductivity tests on compacted clay. ASCE Journal of geotechnical engineering[J],1985,116(10):1549-1567.
[142] Konrad,J.M. Physical processes during freeze-thaw cycles in clayed silts.Cold Regions Science and Technology,1989.16(3):291-303.
[143] Viklander,P.Influence of cycles of freezing and thawing on the permeability in soils,literature investigation.Lulea University of Technology,Lulea, Sweden,Technical Report,1995.
[144] Viklander,P.,K nutsson,S. Permeability changes in a fine-grained till due to cycles of freezing and thawing.In. Knutsson,S(Eds.),Proc.International Symposium on Ground Freezing and Frost in soi1s,15-17April, Lulea,Sweden.A.A. Balkema,Rotterdam,1997:193-202.
[145] Viklander Peter.Permeability and volume changes in till due to cyclic freeze-thaw[J].Canadian Geotechnical Journal,1998,35(3):471-477.
[146] Viklander,P. Laboratory study of stone heave in till exposed to freezing and thawing.Cold Regions Science and Technology,1998.27:141-152.
[147] Graham,J.and Au,V. C. S. Effects of freeze-thaw and softening on a natural clay at low stresses[J].Canadian Geotechnical Journal.1985,22(1):69-78.
[148] Leroueil.S,Tardif.J,Roy.M et al. Effects of frost on the mechanical behaviour of Champlain Sea clays[J].Canadian Geotechnical Journal.1991,28(5):690-697.
[149] Ono,T. and Mitachi,T. Computer controlled triaxial freeze-thaw-shear apparatus[C].Proc. 8th Int.Symp. Ground Freezing.A.A. Balkema,Rotterdam,Netherlands.1997:335-339.
[150] Elliott,R. P. and Thornton,S.I. Resilient modulus and AASHTO pavement design[J].Transportation research record.1988.1196:116-124.
[151] Lee,Woojin;Bohra, N.C.,Altschaeffl,A.G and White,T.D. Resilient modulus of cohesive soils and the effect of freeze-thaw[J]. Canadian Geotechnical Journal.1995,32(4):559-568.
[152] Simonsen,Erik;Janoo,Vincent C.and Isacsson,Ulf.Resilient Properties of Unbound Road Materials during Seasonal Frost Conditions[J]. Journal of Cold Regions Engineering. 2002,16(1):28-50.
[153] Ogata,N.,Kataoka,T. and Komiya,A. Effect of freezing- thawing on the mechanical properties of soi1[C]. Proc.Proc.4th Int.Symp.Ground Freezing,Sapporo,Japan.1985:201-207.
[154]齐吉琳,马巍.冻融作用对超固结土强度的影响[J].岩土工程学报,2006,28(12):2082-2086.
[155] Aoyama,K.,S.Ogawa and M. Fukuda. Temperature dependencies of mechanical properties of soils subjected to freezing and thawing[C].Proceedings of the 4th International Symposium on Ground Freezing Sapporo,Japan (S.Kinosita and M.Fukuda,Ed.),Rotterdam,Netherlands:A.A.Balkema Publishers.1985: 217-222.
[156] GandahLR.The damaging effects of frost action in roads,overview of types of damage and preventive measures(in Swedish).Swedish Road and Traffic Research Institute,VTI Report no.230, Linkoping,Sweden,1980.
[157] Konrad J M.Effect of freeze-thaw cycles on the freezing characteristics of a clayey silt at various overconsolidation ratios[J].Canadian Geotechnical Journal,1989,26(2):217-226.
[158] Goto Shigeru.Influence of a freeze and thaw cycle on liquefaction resistance of sandy soils[J].Soils and Foundations.1993,33(4):148-158.
[159]罗小刚,陈湘生,吴成义.冻融对土工参数影响的试验研究[J].建井技术,2000,21(2):24-27.
[160]杨平,张婷.人工冻融土物理力学性能研究[J].冰川冻土,2002,24(5):665-667.
[161]唐益群,杨坪,沈锋等.上海暗绿色粉质粘土冻融前后微观性状研究[J].同济大学学报,2007,35(1):6-9.
[162]杨成松,何平,成国栋,朱元林,赵淑萍.冻融作用对土体干容重和含水量影响的试验研究[J].岩石力学与工程学报,2003,22(增2):2695-2699.
[163]包卫星,杨晓华.冻融条件下盐渍土抗剪强度特性试验研究[J].公路,2008,1:5-10.
[164]马巍,徐学祖,张立新.冻融循环对石灰粉土剪切强度特性的影响[J],岩土工程学报,年1999,21(2):158-160.
[165]汪仁和,张世银,秦国秀.冻融土工程特性的试验研究[J].淮南工业学院学报,2001,12(5):35-37.
[166]和礼红.粉质粘土冻融循环的力学效应及其结构性研究.中国科学院武汉岩土力学研究所博士学位论文,2004.
[167]陈炜韬,王鹰,王明年等.冻融循环对盐渍土黏聚力影响的试验研究[J].岩土力学,2007,28(11):2343-2347.
[168]姚晓亮,齐吉琳,宋春霞.冻融作用对青藏粘土工程性质的影响[J].冰川冻土,2008,30(1):165-170.
[169]贾宝新,于崇,张树光.冻融作用下辽西风积土结构性变化[J].土壤通报,2008,39(4):822-825.
[170]刘瑞锋,胡向东,皮爱如.人工二次冻融土热力学参数试验[J].煤炭学报,2008,33(5):518-521.
[171]王晓春,张悼元.寒区工程与冻融力学[J].地学前缘,2000,7(增刊):99-104.
[172]岳丰田,张水宾,仇培云等.地铁联络通道冻结加固技术研究[J].地下空间与工程学报,2006,2(8):1341-1345.
[173]周希圣,林枫,任向东等.下穿运营地铁隧道冻结施工的应力位移场及其控制技术[J].力学季刊,2005,26(3):438-443.
[174]胡向东,陈蕊.双层越江隧道联络通道冻结法施工技术[J].低温建筑技术,2006,5:64-66.
[175]王灵敏,王文升.局部冻结法加固土体在大直径盾构出洞中应用[J].地下工程与隧道,2006,1:39-42.
[176]周幼吾,郭东信,邱国庆等.中国冻土[M].北京:科学出版社,2000.
[177] Katayama H,Joshima M,Tanaka M,et al. Application of freezing method for Widening an existing tunnel.In:Ground Freezing9l.Rotterdam:Balkema,1991.
[178]萩原春男,矢治幸雄,小宮山清志,近久博志,藤原雅博.地盤凍結工法の融解時における周辺地盤の温度変化と変形挙動[C].第27回土質工学研究発表会,1992:1175-1178
[179]夏杰.运营地铁车站下水平控制冻结技术研究.同济大学硕士学位论文,2005.
[180]夏杰,楼根达,余志松.饱和粉砂地层中地铁车站交叉穿越冻结法施工技术[J].建井技术,2006,27(1):10-12.
[181]刘珣,梁鹏.城市地下工程中人工冻结法的防冻胀优化设计研究[J].武汉科技大学学报,2004,27(4):387-390.
[182]李文勇,石荣剑,张水宾等.冻结加固融沉注浆作用机理与应用技术[J].徐州工程学院学报,2007,22(6):47-52.
[183]岳丰田,张水宾,李文勇等.地铁联络通道冻结加固融沉注浆研究[J].岩土力学,2008,29(8):2283-2286.
[184]周国庆.间歇冻结抑制人工冻土冻胀机理分析[J].中国矿业大学学报,1999,28(5):413-416.
[185]周金生,周国庆,马巍等.间歇冻结控制人工冻土冻胀的试验研究[J].中国矿业大学学报,2006,35(6):708-712.
[186]姚直书,程桦.锚碇深基坑排桩冻土墙围护结构的冻胀力研究[J].岩石力学与工程学报,2004,23(9):1521-1524.
[187]吕善国,岳丰田.上海软土冻结加固冻胀防治技术的模拟试验研究[J].盐城工学院学报,2005,18(1):56-59.
[188]张旭芝.高原多年冻土涵洞温度场及地基土冻融变形规律研究.中南大学博士论文, 2007.
© 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 |