黏土岩温度–渗流–应力耦合作用的长期力学特性研究若干进展

doi:10.13722/j.cnki.jrme.2020.0070

Abstract
Figure/Table
References (0)
Related Citation (15)

Download: PDF (2245 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The geological repository of nuclear waste is in a variety of complex environments for a long time，and the safe，stable and efficient construction and operation of the geological repository usually need to consider the long-term coupling effect of thermo-hydro-mechanical(T-H-M) fields. Based on the long-term mechanical properties of clay rocks under multi-field coupling，this paper first summarizes the long-term mechanical test results and shortcomings of clay rocks under the thermo-hydro-mechanical coupling condition at home and abroad，mainly including the influence of HM and THM coupling on the permeability properties of clay rocks，and TM and THM coupling long-term mechanical properties of clay rocks. In the second place，the influence mechanism of temperature on the micro structure characteristics of clay rocks is discussed starting from the micro phenomena. Based on the above understanding，the THM coupling creep mechanical model of clay rocks and its applicability are proposed. In the meantime，the research results of the authors' team on the long-term mechanical properties of THM coupling of clay rocks are introduced. It is pointed out that the long-term mechanical properties of Boom Clay are regulated by temperature，pore pressure，stress and anisotropy，etc. Finally，the future research directions of clay rocks THM coupling that should be focused on are discussed.

Key words： rock mechanics clay rocks thermo-hydro-mechanical coupling micro mechanism long-term mechanical experiment rheological constitutive model

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	CHEN Weizhong1
	LU Chen1
	2
	YU Hongdan1
	LI Fanfan1
	LEI Jiang1
	MA Yongshang1
	LI Honghui3

Cite this article:

CHEN Weizhong1,LU Chen1,2, et al. Progress in long-term mechanical properties of clay rocks under thermo-hydro-mechanical coupling conditions[J]. , 2021, 40(2): 233-247.

URL:

http://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2020.0070 OR http://rockmech.whrsm.ac.cn/EN/Y2021/V40/I2/233

[58]	LE T T. Comportement thermo-hydro-mécanique de l’argile de Boom[Ph. D. Thesis][D]. Paris：Ecole Nationale des Ponts et Chaussées，2008.
[69]	AUBERTIN M，GILL D E，LADAYI B. An internal variable model for the creep of rock salt[J]. Rock Mechanics and Rock Engineering，1991，24：81-97.
[2]	SILLEN X. Keynote on repository-induced perturbations of the host rock，in the context of the safety case for the geological disposal of VHLW and SF in clay formations[C]// Proceedings of the European Commission TIMODAZ-HERESA International Conference. Brussels：European Commission；2012：159-171.
[5]	张豫川，潘增志，王祖耀，等. 砂岩与砂质泥岩渗透性能试验研究[J]. 地下空间与工程学报，2017，13(2)：301-306.(ZHANG Yuchuan，PAN Zengzhi，WANG Zuyao，et al. Testing study on permeability of sandstone and sandy mudstone[J]. Chinese Journal of Underground Space and Engineering，2017，13(2)：301-306.(in Chinese))
[12]	HOPMANS J W，DANE J H. Temperature dependence of soil hydraulic properties[J]. Soil Science Society of America Journal，1986，50(1)：4-9.
[15]	ROMERO E，GENS A，LLORET A. Temperature effects on the hydraulic behaviour of an unsaturated clay[J]. Geotechnical and Geological Engineering，2001，19(3-4)：311-332.
[22]	TOWHATA I，KUNTIWATTANAKUL P，KOBAYASHI H. A preliminary study on heating of clays to examine possible effects of temperature on soil-mechanical properties[J]. Soils and Foundations，1993，33(4)：184-190.
[32]	DIZIER A，CHEN G，LI X L，et al. The PRACLAY Heater test after two years of the stationary phase[R]. [S.l.]：[s. n.]，2017.
[52]	PLUM R L，ESRIG M I. Some temperature effects on soil compressibility and pore water pressure[R]. Washington D.C.：Highway Research Board，1969.
[34]	龚哲. Boom Clay温度-渗流-应力耦合长期力学特性研究[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2015. (GONG Zhe. Long-term thermo-hydro-mechanical coupled behaviour of Belgium Boom Clay[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2015.(in Chinese))
[35]	AKAGI H. A physico-chemical approach to the consolidation mechanism of soft clays[J]. Soils and foundations，1994，34(4)：43-50.
[37]	ALMANZA R，CASTAÑEDA R，SILVA G. Temperature-electrolyte effects on clay soil liners[C]// Proceedings of the 1st International Conference on Unsaturated Soils. [S. l.]：[s. n.]，1995：343-348.
[39]	BALDI G，HUECKEL T，PELLEGRINI R. Thermal volume changes of the mineral-water system in low-porosity clay soils[J]. Canadian Geotechnical Journal，1988，25(4)：807-825.
[42]	马逢清. 冻融循环条件下府谷地区砂岩、泥岩物理性质及细观结构研究[硕士学位论文][D]. 西安：西安科技大学，2014.(MA Fengqing. Study on physical properties and microstructure of sandstone and mudstone in Fugu region under the conditions of freeze-thaw cycle[M. S. Thesis][D]. Xi'an：Xi'an University of Science and Technology，2014.(in Chinese))
[44]	KLEINBERG R L，GRIFFIN D D. NMR measurements of permafrost：unfrozen water assay，pore-scale distribution of ice，and hydraulic permeability of sediments[J]. Cold Regions Science and Technology，2005，42(1)：63-77.
[45]	马永尚. Boom Clay温度-渗流-应力耦合非线性损伤及流变机理研究[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2015.(MA Yongshang. Study on thermos-hydro-mechanical coupled nonlinear damage and rheological mechanism of Belgian Boom Clay[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2015.(in Chinese))
[10]	HEITZ D，TRICK T，BÜHLER C. SELFRAC(SE) experiment long-term plate load experiment，Mont Terri Project[R]. [S.l.]：Mont Terri Rock Laboratory，2003.
[20]	VILLAR M V，LLORET A. Influence of temperature on the hydro-mechanical behaviour of a compacted bentonite[J]. Applied clay science，2004，26(1)：337-350.
[30]	LI X L，BASTIAENS W，VAN MARCKE P，et al. Design and development of large-scale in-situ PRACLAY heater test and horizontal high-level radioactive waste disposal gallery seal test in Belgian HADES[J]. Journal of Rock Mechanics and Geotechnical Engineering，2010，2(2)：103-110.
[40]	陈卫忠，龚哲，于洪丹，等. 黏土岩温度-渗流-应力耦合特性试验与本构模型研究进展[J]. 岩土力学，2015，36(5)：1 217-1 238. (CHEN Weizhong，GONG Zhe，YU Hongdan，et al. Review of thermo-hydro-mechanical coupled tests and constitutive models of clays[J]. Rock and Soil Mechanics，2015，36(5)：1 217-1 238.(in Chinese))
[47]	AL MUKHTAR M，BELANTEUR N，TESSIER D，et al. The fabric of a Clay soil under controlled mechanical and hydraulical stress states[J]. Applied Clay Science，1996，11：99-115.
[50]	王媛，施斌，高磊，等. 黏性土渗透性温度效应实验研究[J]. 工程地质学报，2010，18(3)：351-356.(WANG Yuan，SHI Bin，GAO Lei，et al. Laboratory tests for temperature effects of clay permeability[J]. Journal of Engineering Geology，2010，18(3)：351-356.(in Chinese))
[25]	GASC-BARBIER M，CHANCHOLE S，BÉREST P. Creep behavior of bure clayey rock[J]. Applied Clay Science，2004，26：449-458.
[3]	COLL C，DESRUES J，BÉSUELLE P，et al. Characterizing in the laboratory permeability changes induced by deviatoric stress in clayey rocks[J]. Elsevier Geo-Engineering Book Series，2004，2(4)：547-552.
[6]	ZHANG C L. The stress-strain-permeability behaviour of clay rock during damage and recompaction[J]. Journal of Rock Mechanics and Geotechnical Engineering，2016；8(1)：16-26.
[8]	BASTIAENS W，BERNIER F，LI X L. SELFRAC： Experiments and conclusions on fracturing，self-healing and self-sealing processes in Clays[J]. Physics and Chemistry of the Earth，Parts A/B/C，2007，32(8)：600-615.
[13]	王媛，施斌，高磊，等.黏性土渗透性温度效应实验研究[J].工程地质学报，2010，18(3)：351-356.(WANG Yuan，SHI Bin，GAO Lei，et al. Laboratory tests for temperature effects of clayey soil permeability[J]. Journal of Engineering Geology，2010，18(3)：351-356.(in Chinese))
[16]	SULTAN N. Etude du comportement thermo-mécanique de l'argile de Boom：expériences et modélisation[Ph. D. Thesis][D]. [S. l.]：Ecole Nationale des Ponts et Chaussées，1997.
[18]	CHEN G J，MAES T，VANDERVOORT F，et al. Thermal impact on damaged boom clay and opalinus clay：Permeameter and Isostatic tests with μCT scanning[J]. Rock Mechanics and Rock Engineering，2014，47(1)：87-99.
[23]	TSUCHIDA T，AKAGI H，MIZUKAMI J. Effect of aging of marine clay and its duplication by high temperature consolidation[J]. Soils and Foundations，1991，31(4)：133-147.
[26]	ZHANG C L，ROTHFUCHS T，SU K. Experimental study of the thermo-hydro-mechanical behaviour of indurated clays[J]. Physics and Chemistry of the Earth，Parts A/B/C，2007，32(8)：957-965.
[28]	WILEVEAU Y，BERNIER F. Similarities in the hydromechanical response of Callovo-Oxfordian clay and Boom Clay during gallery excavation[J]. Physics and Chemistry of the Earth，2008，33(1)：343-349.
[36]	MARTIN R T. Adsorbed water on clay：a review[J]. Clay and Clay Minerals，1960，(9)：28-70.
[48]	DERJAGUIN B V，KASASEV V V，KHROMOVA E N. Thermal expansion of water in fine pores[J]. Colloid Interface Sci，1986，106：586-587.
[53]	MITCHELL J K，SOGA K. Fundamentals of soil behaviour[M]. New York：Wiley，1976：24-37
[1]	李香绫，BERNIER F，BEL J. 比利时高放废物处置库设计及与基岩和工程屏障体系的热-水-力性状的相关研究(英文)[J]. 岩石力学与工程学报，2006，25(4)：681-692.(LI Xiangling，BERNIER F，BEL J. The Belgian HLW repository design and associated R&D on the THM behaviour of the host rock and Ebs[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(4)：681-692.(in Chinese))
[11]	BLÜMLING P，BERNIER F，LEBON P，et al. The excavation damaged zone in Clay formations time-dependent behaviour and influence on performance assessment[J]. Physics and Chemistry of the Earth，Parts A/B/C，2007，32(8)：588-599.
[21]	MA Y S，CHEN W Z，YU H D，et al. Variation of the hydraulic conductivity of Boom Clay under various thermal-hydro-mechanical conditions[J]. Engineering Geology，2016，212：35-43.
[31]	VAN MARCKE P，LI X L，BASTIAENS W，et al. The design and installation of the PRACLAY In-Situ Experiment[J]. EURIDICE Report，2013：123-129.
[33]	陈卫忠，李翻翻，马永尚，等. 并联型软岩温度-渗流-应力耦合三轴流变仪的研制[J]. 岩土力学，2019，40(3)：1 213-1 220.(CHEN Weizhong，LI Fanfan，MA Yongshang，et al. Development of a parallel-linkage triaxial testing machine for THM coupling in soft rock[J]. Rock and Soil Mechanics，2019，40(3)：1 213-1 220.(in Chinese))
[38]	ROBINET J C，RAHBAOUI A，PLAS F，et al. A constitutive thermomechanical model for saturated clays[J]. Engineering Geology，1996，41(1)：145-169.
[41]	MORIN R，SILVA A J. The effects of high pressure and high temperature on some physical properties of ocean sediments[J]. Journal of Geophysical Research：Solid Earth(1978-2012)，1984，89(B1)：511-526.
[43]	冯西洲. 水对泥岩损伤作用机理的核磁共振试验研究[J]. 科学技术与工程，2018，18(32)：226-231.(FENG Xizhou. Nuclear magnetic resonance investigation on the mechanism of water damage to mudstone[J]. Science Technology and Engineering，2018，18(32)：226-231.(in Chinese))
[46]	DECLEER J，VIAENE W，VANDENBERGHE N. Relationships between chemical，physical and mineralogical characteristics of the Rupelian Boom Clay，Belgium[J]. Clay Miner，1983，18(1)：1.
[51]	YONG R N. Soil properties and behaviour[M]. Amsterdam： Elsevier，1975：116-122.
[56]	MESCHYAN S R，GALSTYAN R R. Investigation of compressional creep of soil with consideration of temperature effects[J]. Soil Mechanics and Foundation Engineering，1972，9(4)：227-231.
[61]	HOU F，LI Q，LIU E，et al. A fractional creep constitutive model for frozen soil in consideration of the strengthening and weakening effects[J]. Advances in Materials Science and Engineering，2016，57(4)：1-12.
[4]	袁野. 干湿循环条件下泥岩颗粒料破碎机理及渗透特性研究[硕士学位论文][D]. 重庆：重庆交通大学，2017.(YUAN Ye. Studying on crushing mechanism and permeability of mudstone granules under wet-dry cycling[M. S. Thesis][D]. Chongqing：Chongqing Jiaotong University，2017.(in Chinese))
[7]	VAN MARCKE P，BASTIAENS W. Excavation induced fractures in a plastic clay formation：observations at the HADES URF[J]. Journal of Structural Geology，2010，32(11)：1 677-1 684.
[9]	DE LA VAISSIÈRE R，ARMAND G，TALANDIER J. Gas and water flow in an excavation-induced fracture network around an underground drift：A case study for a radioactive waste repository in Clay rock[J]. Journal of Hydrology，2015，521：141-156.
[14]	TOWHATA I，KUNTIWATTANAKUL P，SEKO I，et al. Volume change of clays induced by heating as observed in consolidation tests[J]. Soils and Foundations，1993，33(4)：170-183.
[17]	DELAGE P，SULTAN N，CUI Y J. On the thermal consolidation of Boom Clay[J]. Canadian Geotechnical Journal，2000，37：343-354.
[19]	HOUSTON S L，LIN H D. A thermal consolidation model of pelagic clays[J]. Marine Georesources and Geotechnology，1987，7(2)：79-98.
[24]	CUI Y J，LE T T，TANG A M，et al. Investigating the time-dependent behaviour of Boom clay under thermomechanical loading[J]. Geotechnique，2009，59(4)：319-329.
[27]	DJÉRAN I，BAZARGAN B，GIRAUD A，et al. Etude expé0rimentale du comportement thermo-hydro-mécanique de l’argile de Boom[R]. Brussels：ONDRAF，1994.
[29]	CHEN G J，SILLEN X，VERSTRICHT J，et al. ATLAS III in situ heating test in boom clay：Field data，observation and interpretation[J]. Computers and Geotechnics，2011，38(5)：683-696.
[49]	WEAVER C E. Geothermal alteration of clay minerals and shales： diagenesis[R]. Atlanta：Georgia Institute of Technology，1979.
[54]	陈卫忠，谭贤君，吕森鹏，等. 深部软岩大型三轴压缩流变试验及本构模型研究[J]. 岩石力学与工程学报，2009，28(9)：1 735-1 744. (CHEN Weizhong，TAN Xianjun，LU Senpeng，et al. Research on large-scale triaxial compressive rheological test of soft rock in depth and its constitutive model[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(9)：1 735-1 744.(in Chinese))
[55]	于洪丹. Boom Clay渗流-应力耦合长期力学特性研究[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2010.(YU Hongdan. Study on long term hydro-mechanical coupled behavior of Belgium Boom Clay[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2010.(in Chinese))
[57]	CUI Y J，LE T T，TANG A M，et al. Investigating the time-dependent behaviour of Boom Clay under thermo-mechanical loading[J]. Geotechnique，2009，59(4)：319-329.
[60]	CUI Y J，SULTAN N，DELAGE P. A thermomechanical model for saturated clays[J]. Canadian Geotechnical Journal，2000，37(3)：607-620.
[62]	LI J，WANG W，ZHU Y，et al. An elastic-viscoplastic model for time-dependent behavior of soft clay and its application on rheological consolidation[J]. Mathematical Problems in Engineering，2014，58(7)：1-14.
[64]	黄小兰，杨春和，刘建军，等. 不同含水情况下的泥岩蠕变试验及其对油田套损影响研究[J]. 岩石力学与工程学报，2007，26(增2)：3 477-3 482.(HUANG Xiaolan，YANG Chunhe，LIU Jianjun，et al. Experimental study on mudstone's creep behavior under different water contents and its effect on casing damage[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(Supp.2)：3 477- 3 482.(in Chinese))
[65]	邵珠山，吴奎，袁媛. 温度变化对岩石流变特性影响的理论研究[J]. 应用力学学报，2018，35(5)：962-968.(SHAO Zhushan，WU Kui，YUAN Yuan. Theoretical study on the effect of temperature change on rheological properties of rocks[J]. Chinese Journal of Applied Mechanics，2018，35(5)：962-968.(in Chinese))
[67]	JIA Y，SONG X C，DUVEAU G，et al. Elastoplastic damage modelling of argillite in partially saturated condition and application[J]. Physics and Chemistry of the Earth，2007，32：656-666.
[70]	AUBERTIN M，SGAOULA J，GILL D E. A viscoplastic-damage model for soft rocks with low porosity[C]// Proceedings of the 8th ISRM Congress. [S.l.]：[s.n.]，1995：283-289.
[72]	杨琪. 西部白垩系地层人工冻结砂质泥岩蠕变力学特性研究[硕士学位论文][D]. 西安：西安科技大学，2018.(YANG Qi. Study on creep mechanical properties of artificial frozen sandy mudstone in the cretaceous trata of western China[M. S. Thesis][D]. Xi¢an：Xi¢an University of Science and Technology，2018.(in Chinese))
[74]	MODARESSI H，LALOUI L. A thermo-viscoplastic constitutive model for clays[J]. International Journal for Numerical and Analytical Methods in Geomechanics，1997，21(5)：313-335.
[75]	TANG A M，CUI Y J，TALI B，et al. Etude du comportement thermo-hydro-mécanique visqueux de l’argile de Boom[R]. Paris：École des Ponts Paris Tech，2008.
[59]	崔玉军，叶为民. 饱和黏土热-力学体积变形特征模拟研究[J]. 岩石力学与工程学报，2006，24(21)：3 903-3 910.(CUI Yujun，YE Weiming. On modeling of thermo-mechanical volume change behaviour of saturated clays[J]. Chinese Journal of Rock Mechanics and Engineering，2006，24(21)：3 903-3 910.(in Chinese))
[68]	ABOU-CHAKRA GUERY A，CORMERY F，SHAO J F，et al. A micromechanical model of elastoplastic and damage behavior of a cohesive geomaterial[J]. International Journal of Solids and Structures，2008，45：1 406-1 429.
[63]	范庆忠，高廷法，崔希海，等. 软岩非线性蠕变模型研究[J]. 岩土工程学报，2007，29(4)：505-509.(FAN Qingzhong，GAO Yanfa，CUI Xihai，et al. Study on nonlinear creep model of soft rock[J]. Chinese Journal of Geotechnical Engineering，2007，29(4)：505-509. (in Chinese))
[66]	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)：1 081-1 106.(SUN Jun. Rock rheological mechanics and its advance in engineering applications[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(6)：1 081-1 106.(in Chinese))
[76]	马永尚，陈卫忠，龚哲，等. 泥岩各向异性热-水-力耦合特性——基于ATLAS III现场加热试验[J]. 岩土力学，2018，39(2)：426-436.(MA Yongshang，CHEN Weizhong，GONG Zhe，et al. Coupled thermo-hydro-mechanical anisotropy characteristics of clay—Based on the ATLAS III in situ heating test[J]. Rock and Soil Mechanics，2018，39(2)：426-436.(in Chinese))
[71]	贾善坡，陈卫忠，于洪丹，等. 泥岩渗流-应力耦合蠕变损伤模型研究(I)：理论模型[J]. 岩土力学，2011，32(9)：2 596-2 602.(JIA Shanpo，CHEN Weizhong，YU Hongdan，et al. Study of hydro- mechanical-damage coupled creep constitutive model of mudstone，Part I：Theoretical model[J]. Rock and Soil Mechanics，2011，32(9)：2 596-2 602.(in Chinese))
[73]	HINCHBERGER S D，QU G F，LO K Y. Constitutive approach for rate-sensitive anisotropic structured clays[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2010，34(17)：1 797-1 830.