引文
[1]童伯良,李树德.青藏高原多年冻土的某些特征及其影响因素[C]//青藏冻土研究论文集.北京:科学出版社,1983.
[2]FINN W D L,YONG R N.Seismic response of frozen ground[J].Journal of the Geotechnical Engineering Division,ASCE,1978,104(10):1225-1241.
[3]VINSON T S,CHAICHANAVONG T,CZAJKOWSKI R L.Behavior of frozen clays under cyclic axial loading[J].Journal of the Geotechnical Engineering Division,ASCE,1978,104,(GT7):779-800.
[4]TING M,MARTIN R T,LADD C C.Mechanisms of strength for frozen sand[J].Journal of Geotechnical Engineering,1983,109(10):1286-1302.
[5]TOKIMATSU K.Correlation of CPT data with static and dynamic properties of in-situ frozen samples[C]//Proceedings of International Symposium on Cone Penetration Testing.Linkoping:Swedish Geotechnical Society,1995,2:323-328.
[6]何平,张家懿.振动频率对冻土破坏之影响[J].中国科学院兰州冰川冻土研究所冻土工程国家重点实验室年报,1993,(3):176-180.
[7]张长庆,罗曼.振动荷载作用下长期强度评价[J].中国科学院兰州冰川冻土研究所冻土工程国家重点实验室年报,1993,(3):165-172.
[8]朱元林,赵淑萍,何平,等.冻土的动弹性参数试验研究[J].中国科学院兰州冰川冻土研究所冻土工程国家重点实验室年报,1998,(8):27-32.
[9]徐学燕,仲丛利,陈亚明,等.冻土的动力特性研究及其参数确定[J].岩土工程学报,1998,20(5):77-81.XU Xue-yan,ZHONG Cong-li,CHEN Ya-ming,et al.Research on dynamic characters of frozen soil and determination of its parameters[J].Chinese Journal of Geotechnical Engineering,1998,20(5):77-81.
[10]王兰民,张冬丽,吴志坚,等.地温对冻土动力特性及其场地地震动参数的影响[J].中国地震,2003,19(3):195-205.WANG Lan-ming,ZHANG Dong-li,WU Zhi-jian,et al.The influence of earth temperature on dynamic characteristics of frozen soil and the parameters of ground motion on the sites of frozen soil[J].Earthquake Research in China,2003,19(3):195-205.
[11]王丽霞,凌贤长,徐学燕,等.多年冻土场地路基地震加速度反应谱特性研究[J].岩石力学与工程学报,2004,23(8):1330-1335.WANG Li-xia,LING Xian-zhang,XU Xue-yan,et al.Study on response spectrum characteristics of earthquake acceleration for roadbed on permafrost site[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(8):1330-1335.
[12]王丽霞,凌贤长,刘红艳,等.多年冻土场地路基地震动位移性状研究[J].世界地震工程,2004,20(2):112-116.WANG Li-xia,LING Xian-zhang,LIU Hong-yan,et al.A study on seismic displacement characteristic of roadbed on permafrost site[J].World Earthquake Engineering,2004,20(2):112-116.
[13]LI Shuang-yang,LAI Yuan-ming,ZHANG Ming-yi,et al.Seismic analysis of embankment of Qinghai-Tibet railway[J].Cold Regions Science and Technology,2009,55(1):151-159.
[14]TAYOR G S,LUTHIN J N.A model for coupled heat and moisture transfer during soil freezing[J].Canadian Geotechnical Journal,1978,15:548-555.
[15]SHEPPARD M T,KAY B D,LOCH J P G.Development and testing of a computer model for heat and mass flow in freezing soils[C]//Proceedings of 3rd International Conference on Permafrost.Ottawa:National Research Council of Cananda,1978:76-81.
[16]KAY B D,GROENEVELT P H.On the interaction of water and heat transport in frozen and unfrozen soil[J].Soil Science Society of America,1974,38:395-400.
[17]安维东.冻土的温度水分应力及其相互作用[M].兰州:兰州大学出版社,1990.
[18]TAIEBAT M,SHAHIR H,PAK A.Study of pore pressure variation during liquefaction using two constitutive models for sand[J].Soil Dynamics and Earthquake Engineering,2007,24:551-564.
[19]UZUOKA R,SENTO N,KAZAMA M,et al.Three-dimensional numerical simulation of earthquake damage to group-piles in a liquefied ground[J].Soil Dynamics and Earthquake Engineering,2007,27:395-413.
[20]李海波,马行东,李俊如,等.地震荷载作用下地下岩体洞室位移特征的影响因素分析[J].岩土工程学报,2006,28(3):358-362.LI Hai-bo,MA Xing-dong,LI Jun-ru,et al.Study on influence factors of rock cavern displacement under earthquake[J].Chinese Journal of Geotechnical Engineering,2006,28(3):358-362.
[21]MARTIN G R,FINN W D L,SEED H B.Fundamentals of liquefaction under cyclic loading[J].Journal of Geo-technical Engineering,ASCE,1975,101(5):423-438.
[22]徐学祖,王家澄,张立新.冻土物理学[M].北京:科学出版社,2001:5-88.
[23]秦大河.中国西部环境演变评估(综合卷)[M].北京:科学出版社,2002:45-55.
[24]ZHANG Ming-yi,LAI Yuan-ming,ZHANG Jian-ming,et al.Experimental and numerical investigation on temperature characteristics of in-cuts roadbed in Qinghai-Tibetan railway[J].Cold Regions Science and Technology,2006,46:113-124.
[25]ZHANG Ming-yi,LAI Yuan-ming,LIU Zhi-qiang,et al.Nonlinear analysis for the cooling effect of Qinghai-Tibet railway embankment with different structures in permafrost regions[J].Cold Regions Science and Technology,2005,42:237-249.
[26]LAI Yuan-ming,WANG Qiu-sheng,NIU Fu-jun,et al.Three-dimensional nonlinear analysis for temperature characteristic of ventilated embankment in permafrost regions[J].Cold Regions Science and Technology,2004,38:165-184.
[27]LAI Yuan-ming,ZHANG Shu-juan,ZHANG Lu-xin,et al.Adjusting temperature distribution under the south and north slopes of embankment in permafrost regions by the ripped-rock revetment[J].Cold Regions Science and Technology,2004,39:67-79.
[28]吴紫汪,马巍.冻土强度与蠕变[M].兰州:兰州大学出版社,1994.
[29]李双洋.多年冻土区铁路路基热-力稳定性数值仿真研究[博士学位论文D].北京:中国科学院研究生院,2008.
[30]马小杰,张建明,常小晓,等.高温-高含冰量冻结黏土强度试验研究[J].岩土力学,2008,29(9):2498-2502.MA Xiao-jie,ZHANG Jian-ming,CHANG Xiao-xiao,et al.Experimental research on strength of warm and ice-rich frozen clays[J].Rock and Soil Mechanics,2008,29(9):2498-2502.
[31]童立元,王斌,刘义怀,等.地震液化条件下地面的大变形三维数值分析[J].岩土力学,2008,29(8):2226-2231.TONG Li-yuan,WANG Bing,LIU Yi-huai,et al.3D numerical simulation of large ground displacement caused by seismic liquafaction[J].Rock and Soil Mechanics,2008,29(8):2226-2231.