[1] Li Shuxun, Cheng Guodong, Guo Dongxin. The future thermal regime of numerical simulating permafrost on Qinghai-Xizang (Tibet) Plateau, China, under climate warming[J]. Science in China:Series D Earth Sciences, 1996, 39(4):434-441.[李述训, 程国栋, 郭东信. 气候持续变暖条件下青藏高原多年冻土变化趋势数值模拟[J]. 中国科学:D辑地球科学, 1996, 26(4):342-347.] [2] Ma Wei, Wang Dayan. Mechanics of frozen soil[M]. Beijing:Science Press, 2014.[马巍, 王大雁. 冻土力学[M]. 北京:科学出版社, 2014.] [3] Ladanyi B. Creep Behavior of frozen and unfrozen soils:a comparison[C]//Cold Regions Engineering:Putting Research into Practice. ASCE, 1999:173-186. [4] Zhu Yuanlin, Zhang Jiayi. Elastic and compressive deformation of frozen soils[J]. Journal of Glaciology and Geocryology, 1982, 4(3):29-40.[朱元林, 张家懿. 冻土的弹性变形及压缩变形[J]. 冰川冻土, 1982, 4(3):29-40.] [5] Ma Xiaojie, Zhang Jianming, Chang Xiaoxiao, et al. Experimental research on strength of warm and ice-rich frozen clays[J]. Rock and Soil Mechanics, 2008, 29(9):2498-2502.[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.] [6] Zheng Bo, Zhang Jianming, Ma Xiaojie, et al. Study on compression deformation of warm and ice-rich frozen soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(Supp 1):3064-3069.[郑波, 张建明, 马小杰, 等. 高温-高含冰量冻土压缩变形特性研究[J]. 岩石力学与工程学报, 2009, 28(增刊1):3064-3069.] [7] Su Kai, Zhang Jianming, Liu Shiwei, et al. Compressibility of warm and ice-rich frozen soil[J]. Journal of Glaciology and Geocryology, 2013, 35(2):369-375.[苏凯, 张建明, 刘世伟, 等. 高温-高含冰量冻土压缩变形特性研究[J]. 冰川冻土, 2013, 35(2):369-375.] [8] Ruan Guofeng, Zhang Jianming, Liu Shiwei, et al. Compression experimental research on warm and ice-rich permafrost on the Qinghai-Tibet Plateau[J]. Hydrogeology & Engineering Geology, 2014, 41(2):50-56.[阮国锋, 张建明, 刘世伟, 等. 青藏高原高温高含冰量冻土压缩试验研究[J]. 水文地质工程地质, 2014, 41(2):50-56.] [9] Shields D H, Domaschuk L, Man C S, et al. The deformation properties of warm permafrost[C]//Strength testing of marine sediments:laboratory and in-situ measurements. Philadelphia, PA, USA:American Society for Testing and Materials, 1985:473-486. [10] Foster M L, Washburn D S, Foote D S. OTH-Backscatter power plant foundation design for warm, ice-rich permafrost soils[C]//International arctic technology conference. Anchorage, AK, USA:Society of Petroleum Engineers, 1991:471-480. [11] The First Survey and Design Institute of China Railway Construction Corporation. Temporary prescript for engineering surveying of permafrost in the Qing-Tibet Railway[S]. Lanzhou:The First Survey and Design Institute of China Railway Construction Corporation, 2001.[铁道第一勘察设计院. 青藏铁路多年冻土区工程勘察暂行规定[S]. 兰州:铁道第一勘察设计院, 2001.] [12] Liu Yongzhi, Wu Qingbai, Zhang Jianming, et al. Field experimental study on temperature of highway subgrade in permafrost regions of Qinghai-Tibet Plateau[J]. Highway, 2000(2):5-8.[刘永智, 吴青柏, 张建明, 等. 高原多年冻土地区公路路基温度场现场实验研究[J]. 公路, 2000(2):5-8.] [13] Tsytovich H A. Mechanics of frozen soil[M]. Zhang Changqing, Zhu Yuanlin, trans. Beijing:Science Press, 1985:11-13.[H.A.崔托维奇. 冻土力学[M]. 张长庆, 朱元林, 译. 北京:科学出版社, 1985:11-13.] [14] Qi Jilin, Zhang Jianming. Definition of warm permafrost based on mechanical properties of frozen soil[C]//Proceedings of 9th international conference on permafrost. Fairbanks, Alaska:Institute of Northern Engineering University of Alaska Fairbanks, 2008:1457-1461. [15] Ma Ling, Qi Jilin, Yu Fan, et al. Experimental study on variability in mechanical properties of a frozen sand[J]. Acta Geotechnica, 2016, 11(1):61-70. [16] Ministry of Water Resources of the PRC. GB/T 50123-1999 standard for soil test method[S]. Beijing:China Planning Press, 1999.[中华人民共和国水利部. GB/T 50123-1999土工试验方法标准[S]. 北京:中国计划出版社, 1999.] [17] Niu Yaqiang, Lai Yuanming, Wang Xu, et al. Experimental study on triaxial compressive strength and deformation behaviors of frozen silty clay[J]. Journal of Glaciology and Geocryology, 2016, 38(2):424-430.[牛亚强, 赖远明, 王旭, 等. 冻结粉质黏土三轴抗压强度和变形特性试验研究[J]. 冰川冻土, 2016, 38(2):424-430.] [18] Wu Ziwang, Ma Wei. Strength and creep of frozen soil[M]. Lanzhou:Lanzhou University Press, 1994:5-8.[吴紫汪, 马巍. 冻土强度与蠕变[M]. 兰州:兰州大学出版社, 1994:5-8.] [19] Chamberlain E, Groves C, Perham R. The mechanical behavior of frozen earth materials under high pressure triaxial test conditions[J]. Geotechnique, 1972, 22(3):469-483. [20] Parameswaran V R, Jones S J. Triaxial testing of frozen sand[J]. Journal of Glaciology, 1981, 27(95):147-155. [21] Ma Wei, Wu Ziwang, Chang Xiaoxiao, et al. Strength characteristics of frozen sandy soil under high confining pressure[J]. Journal of Glaciology and Geocryology, 1996, 18(3):268-272.[马巍, 吴紫汪, 常小晓, 等. 高围压下冻结砂土的强度特性[J]. 冰川冻土, 1996, 18(3):268-272.] |