引文
[1]赖远明,张明义,李双洋.寒区工程理论与应用[M].北京:科学出版社,2009.
[2]徐学祖,王家澄,张立新.冻土物理学[M].北京:科学出版社,2001.
[3]周幼吾,郭东信,邱国庆,等.中国冻土[M].北京:科学出版社,2008.
[4]张全胜.寒区隧道围岩损伤试验研究和水热迁移分析[博士学位论文D].上海:同济大学,2006.
[5]崔托维奇.冻土力学[M].北京:科学出版社,1985.
[6]齐吉琳,马巍.冻土的力学性质及研究现状[J].岩土力学,2010,31(1):133-143.QI Ji-lin,MA Wei.State-of-art of research on mechanicalproperties of frozen soils[J].Rock and Soil Mechanics,2010,31(1):133-143.
[7]高志华,赖远明,熊二刚,等.循环荷载作用下高温-高含冰量冻土特性试验研究[J].岩土力学,2010,31(6):1744-1751.GAO Zhi-hua,LAI Yuan-ming,XIONG Er-gang,et al.Experimental study of characteristics of warm andice-rich frozen clay under cyclic loading[J].Rock andSoil Mechanics,2010,31(6):1744-1751.
[8]李双洋,张淑娟,赵德安,等.冻土路基动力分析模型及青藏铁路地震灾害评估[J].岩土力学,2010,31(7):2179-2201.LI Shuang-yang,ZHANG Shu-juan,ZHAO De-an,et al.Dynamical analysis model for frozen embankment andseismic hazard assessment of Qinghai-Tibet railway[J].Rock and Soil Mechanics,2010,31(7):2179-2201.
[9]KOSTROMITINOV K,NIKOLENKO B,NIKITIN V.Testing the strength of frozen rocks on samples of variousforms,increasing the effectiveness of mining industry inYakutia[M].Novosibirsk:[s.n.],1974.
[10]INADA Y K,YOKOTA.Some studies of low temperatureof rock strength[J].International Journal of RockMechanics and Mining Sciences and GeomechanicsAbstracts,1984,21(3):145-153.
[11]YAMABE T,NEAUPANE K M.Determination of somethermo-mechanical properties of Sirahama sandstoneunder subzero temperature conditions[J].InternationalJournal of Rock Mechanics&Mining Sciences,2001,38(7):1029-1034.
[12]何国梁,张磊,吴刚.循环冻融条件下岩石物理特性的试验研究[J].岩土力学,2004,25(增刊2):52-56.HE Guo-liang,ZHANG Lei,WU Gang.Test study ofphysical characteristics of rock under freezing-thawingcycles[J].Rock and Soil Mechanics,2004,25(Supp.2):52-56.
[13]徐光苗.寒区岩体低温、冻融损伤力学特性及多场耦合研究[博士学位论文D].武汉:中国科学院武汉岩土力学所,2006.
[14]徐光苗,刘泉声,彭万巍,等.低温作用下岩石基本力学性质试验研究[J].岩石力学与工程学报,2006,25(12):2502-2508.XU Guang-miao,LIU Quan-sheng,PENG Wan-wei,et al.Experimental study of basic mechanical behaviors ofrocks under low temperatures[J].Chinese Journal ofRock Mechanics and Engineering,2006,25(12):2502-2508.
[15]LIU QUANSHENG,XU GUANGMIAO.Study of basicmechanical behaviors of rocks at low temperatures[J].Key Engineering Materials,2006,306-308:1479-1484.
[16]LIU QUANSHENG,XU GUANGMIAO,LIUXIAOYAN.Experimental and theoretical study offreezing-thawing damage propagation of saturatedrocks[J].International Journal of Modern Physics B,2008,22(9-11):1853-1858.
[17]LIU QUANSHENG,XU GUANGMIAO,WU YUEXIU.The thermo-hydro coupled model of low-temperaturerock in consideration of phase change[J].AdvancedMaterials Research,2008,33-37:645-650.
[18]YONEDA M,SUGIYAMA A,ISHIKAWA Y,et al.Freeze-thaw resistance of the bond-mortar used inrock-bond method[J].Advances in Concrete StructuralDurability,2008,1-2:488-492.
[19]WALDER J S,HALLET B.A theoretical model of thefracture of rock during freezing[J].Geological Society ofAmerica Bulletin,1985,96(3):336-346.
[20]KONRAD J M,DUQENNOI C A.A model for watertransport and ice lensing in freezing soil[J].WaterResources Research,1993,29(9):3109-3123.
[21]KONRAD J M,CAN N R.Segregation potential offreezing soil[J].Geotech Testing,1981,18(4):482-491.
[22]AKAGAWA S.Experimental study of frozen fringecharacteristics[J].Cold Regions Sciences andTechnology,1988,15(3):209-223.
[23]徐学祖,王家澄,张立新,等.土体冻胀和盐胀机理[M].北京:科学出版社,1995.
[24]李萍,徐学祖,蒲毅彬,等.利用图像数字化技术分析冻结缘特征[J].冰川冻土,1999,21(2):175-180.LI Ping,XU Xue-zu,PU Yi-bin,et al.Analyses ofcharacteristics of frozen fringe by using the digitaltechnique of picture[J].Journal of Glaciology andGeocryology,1999,21(2):175-180.
[25]VLAHOU I,WORSTER M G.Ice growth in a sphericalcavity of a porous medium[J].Journal of Glaciology,2010,56(196):271-277.
[26]KEVIN HALL.Freeze-thaw simulation on quartz-micaschist and their implications for weathering studieson Signy Island,Antarctica[J].British Antarctic Survey,1986,(73):19-30.
[27]WINKLER E M.Frost damage to stone and concrete:geological considerations[J].Engineering Geology,1968,2(5):315-323.
[28]赖远明,吴紫汪,朱元林,等.寒区隧道冻胀力的粘弹性解析解[J].铁道学报,1999,21(6):70-74.LAI Yuan-ming,WU Wang-zi,ZHU Yuan-lin,et al.Analytical viscoelastic solution for frost force of coldregional tunnels[J].Journal of the China RailwaySociety,1999,21(6):70-74.
[29]李宁,张平,程国栋.冻结裂隙砂岩低周循环动力特性试验研究[J].自然科学进展,2001,11(11):1175-1180.
[30]SETO M.Freeze-thaw cycles on rock surfaces below thetimberline in a montane zone:Field measurements inKobugahara,Northern Ashio Mountains,Central Japan[J].Catena,2010,82(3):218-226.
[31]王俐,杨春和.不同初始饱水状态红砂岩冻融损伤差异性研究[J].岩土力学,2006,27(10):1772-1776.WANG Li,YANG Chun-he.Studies of different initialwater-saturated red sandstones’different damagedextension under condition of frost and thaw[J].Rock andSoil Mechanics,2006,27(10):1772-1776.
[32]CHEN T C,YEUNG M R,MORI N.Effect of watersaturation on deterioration of welded tuff due tofreeze-thaw action[J].Cold Regions Science andTechnology,2004,38(2-3):127-136.
[33]MATSUOKA N.Microgelivation versus macro-gelivation:towards bridging the gap between laboratory and fieldfrost weathering[J].Permafrost and PeriglacialProcesses,2001,(12):299-313.
[34]杨更社,张全胜,任建喜,等.冻结速度对铜川砂岩损伤CT数变化规律研究[J].岩石力学与工程学报,2004,23(24):4099-4104.YANG Geng-she,ZHANG Quan-sheng,REN Jian-xi,et al.Study of the effect of freezing rate on the damageCT values of Tongchuan sandstone[J].Chinese Journalof Rock Mechanics and Engineering,2004,23(24):4099-4104.
[35]范磊,曾艳华,何川,等.寒区硬岩隧道冻胀力的量值及分布规律[J].中国铁道科学,2007,28(1):44-49.FAN Lei,ZENG Yan-hua,HE Chuan,et al.Magnitudeand distribution of frost heave force for cold region strongrock tunnels[J].China Railway Science,2007,28(1):44-49.
[36]杨更社,奚家米,李慧军,等.三向受力条件下冻结岩石力学特性试验研究[J].岩石力学与工程学报,2010,29(3):459-464.YANG Geng-she,XI Jia-mi,LI Hui-jun,et al.Experimental study of rock mechanical properties undertriaxial compressive and frozen conditions[J].ChineseJournal of Rock Mechanics and Engineering,2010,29(3):459-464.
[37]仇文革,孙兵.寒区破碎岩体隧道冻胀力室内对比试验研究[J].冰川冻土,2010,32(3):557-561.QIU Wen-ge,SUN Bing.Model test study of frostheaving pressures in tunnels excavated in fractured rockmass in cold regions[J].Journal of Glaciology andGeocryology,2010,32(3):557-561.
[38]EVERETT D H.The thermodynamics of frost damage toporous solids[J].Transactions of the Faraday Society,1961,(57):1541-1551.
[39]MILLER R D.Freezing and heaving of saturated andunsaturated soils[J].Highway Research Record,1972,(393):1-11.
[40]徐光苗,刘泉声,张秀丽.冻结温度下岩体THM完全耦合的理论初步分析[J].岩石力学与工程学报,2004,23(21):3709-3713.XU Guang-miao,LIU Quan-sheng,ZHANG Xiu-li.Theoretical analysis of full Thermo-Hydro-Mechanicalcoupling for rocks under freezing temperature[J].ChineseJournal of Rock Mechanics and Engineering,2004,23(21):3709-3713.
[41]杨更社,周春华,田应国,等.软岩材料冻融过程中的水热迁移实验研究[J].煤炭学报,2006,31(5):566-570.YANG Geng-she,ZHOU Chun-hua,TIAN Ying-guo,et al.Experiment study of the moisture and heat transferof soft rock material under the condition of freezing andthawing[J].Journl of China Coal Society,2006,31(5):566-570.
[42]杨更社,张全胜.冻融环境下岩体细观损伤及水热迁移机理分析[M].西安:陕西科学技术出版社,2006.
[43]O’NEIL K,MILLER R D.Exploration of a rigid icemodel of frost heave[J].Water Resources Research,1985,21(3):281-296.
[44]HOLDEN J T,PIPER D,JONES R H.A mathematicalmodel of frost heave in granular materials[C]//The 4thInternational conference on Permafrost.Washington,D C:National Academy Press,1983.
[45]PIPER D,HOLDEN J T,JONES R H.A mathematicalmodel of frost heave in granular materials[C]//The 5thInternational Conference on Permafrost.Norway:TapirPublication,1988.
[46]ISHIZAKI T,NISHIO N.Experimental study of frostheaving of saturated soils[C]//The 5th InternationalSymposium on Ground Freezing.UK:Balkema,Rotterdam,1988.
[47]GORELIK J B,KOLUNIN V S,RESHETNIKOV A K.Rigid-ice model and stationary growth of ice[C]//The 7thInternational Permafrost Conference.Canada:LavalUniversity,1998.
[48]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):529-533.LAI Yuan-ming,WU Zi-wang,ZHU Yuan-lin,et al.Nonlinear analyses for the couple problem of temperature,seepage and stress fields in cold region tunnels[J].Chinese Journal of Geotechnical Engineering,1999,21(5):529-533.
[49]裴捷,水伟厚,韩晓雷.寒区隧道围岩温度场与防水层影响分析[J].低温建筑技术,2004,(4):4-6.PEI Jie,SHUI Wei-hou,HAN Xiao-lei.Temperature fieldof adjacent rock of a tunnel in cold area and influence ofthe water proofing layer[J].Low TemperatureArchitecture Technology,2004,(4):4-6.
[50]王星华,汤国璋.昆仑山隧道冻融特征分析[J].岩土力学,2006,27(9):1452-1456.WANG Xing-hua,TANG Guo-zhang.Analysis offrozen-thaw property of Kunlun Mountain tunnel[J].Rock and Soil Mechanics,2006,27(9):1452-1456.
[51]张玉军.模拟冻-融过程的热-水-应力耦合模型及数值分析[J].固体力学学报,2009,30(4):409-415.ZHANG Yu-jun.Coupled Thermo-Hydro-Mechanicalmodel and numerical analysis for simulation of freezing-thawing process[J].Chinese Journal of Solid Mechanics,2009,30(4):409-415.
[52]张慧梅,杨更社.冻融与荷载耦合作用下岩石损伤模型的研究[J].岩石力学与工程学报,2010,29(3):471-476.ZHANG Hui-mei,YANG Geng-she.Research on damagemodel of rock under coupling action of freeze-thaw andload[J].Chinese Journal of Rock Mechanics andEngineering,2010,29(3):471-476.
[53]邓刚,王建宇,郑金龙.寒区隧道冻胀压力的约束冻胀模型[J].中国公路学报,2010,23(1):80-86.DENG Gang,WANG Jian-yu,ZHENG Jin-long.Modelof constraint on deformation due to frost heave for tunnelsin cold region[J].China Journal of Highway andTransport,2010,23(1):80-86.