[1] Wang Lina. Train-induced dynamic response and permanent deformation of embankment in permafrost region along QinghaiTibet railway[D]. Harbin:Harbin Institute of Technology, 2013.[王立娜. 青藏铁路多年冻土区列车行驶路基振动反应与累积永久变形[D]. 哈尔滨:哈尔滨工业大学, 2013]. [2] Tsytovich N A, Sumgin M I. Principles of mechanics of frozen ground[R]. US:SIPRE Transl., 1937, 19:106-107. [3] Sayles F H. Creep of frozen silt and clay[R]. Hanover:US Army Cold Regions Research and Engineering Laboratory, 1974. [4] Zhu Yuanlin. Tensile strength of frozen silt[R]. Hanover:US Army Cold Regions Research and Engineering Laboratory, 1987. [5] Zhu Y L, Carbee D L. Creep and strength behavior of frozen silt in uniaxial compression[R]. Hanover:US Army Cold Regions Research and Engineering Laboratory, 1987. [6] Ma Qinyong, Peng Wanwei. Damage character of frozen soil under single axle condition[C]//Proceeding of the second Chinese Conference on Glaciology and Geocryology. Lanzhou:Gansu Renmin Press, 1983, 281-283.[马芹永, 彭万巍. 单轴应力状态下冻土的破坏特征[C]//第二届全国冻土学术会议论文集. 兰州:甘肃人民出版社, 1983:281-283]. [7] Cai Zhengyin, Wu Zhiqiang, Huang Yinghao, et al. Experimental study on the factors influencing the uniaxial compressive strength of frozen soil[J]. Journal of Glaciology and Geocryology, 2015, 38(4):1002-1008.[蔡正银, 吴志强, 黄英豪, 等. 冻土单轴抗压强度影响因素的试验研究[J]. 冰川冻土, 2015, 38(4):1002-1008]. [8] Du Haimin, Zhang Shujuan, Ma Wei. Study of the uniaxial compressive strength characteristics of frozen soil with high ice/water content[J]. Journal of Glaciology and Geocryology, 2014, 36(5):1213-1219.[杜海民, 张淑娟, 马巍. 高含冰(水)量冻土的单轴抗压强度变化特性研究[J]. 冰川冻土, 2014, 36(5):1213-1219]. [9] Niu Jiangyu, Jin Pengwei, Li Dongwei, et al. Study of the uniaxial compressive strength of frozen saline sandy soil[J]. Journal of Glaciology and Geocryology, 2015, 37(2):428-433.[牛江宇, 靳鹏伟, 李栋伟, 等. 冻结盐渍砂土单轴强度特性研究[J]. 冰川冻土, 2015, 37(2):428-433]. [10] Baker T H, Jones S J, Parameswaran V R. Confined and unconfined compression tests of frozen sand[J]. Proc 4th Canada Permafrost Conf. National Research Council of Canada, 1982, 387-392. [11] Jones S J. The confined compressive strength of polycrystalline ice[J]. Journal of Glaciology, 1982, 28(98):171-177. [12] Fish A M. Strength of frozen soil under a combined stress state[C]//Proceedings of 6th International Symposium on Ground Freezing, vol. 1. Rotterdam:A. A. Balkema, 1991:135-145. [13] Ma Wei, Wu Ziwang, Zhang Changqing. Strength and yield criteria of frozen soil[J]. Journal of Glaciology and Geocryology, 1993, 15(1):129-133.[马巍, 吴紫汪, 张长庆. 冻土的强度与屈服准则[J]. 冰川冻土, 1993, 15(1):129-133]. [14] Ma Wei, Wu Ziwang, Shengyu. Effect of confining pressure on strength behaviour of frozen soil[J]. Journal of Geotechnical Engineering, 1995, 17(5):7-11.[马巍, 吴紫汪, 盛煜. 围压对冻土强度特性的影响[J]. 岩土工程学报, 1995, 17(5):7-11]. [15] Lai Yuanming, Cheng Hongbin, Gao Zhihua, et al. Stressstrain relationships and nonlinear Mohr strength criteria of frozen sand clay[J]. Journal of Rock Mechanics and Engineering, 2007, 26(8):1612-1617.[赖远明, 程红彬, 高志华, 张淑娟, 常小晓. 冻结砂土的应力-应变关系及非线性莫尔强度准则[J]. 岩石力学与工程学报, 2007, 26(8):1612-1617]. [16] Jean P B. Experimental soil mechanics[M]. New Jersey:Prentice Hall, 1997. [17] The National Standards Compilation Group of People's Republic of China. GB/T 50123-1999 Standard for soil test method[S]. Beijing:China Planning Press, 1999.[中华人民共和国国家标准编写组. GB/T 50123-1999土工试验方法标准[S]. 北京:中国计划出版社, 1999]. [18] Yang Yugui, Lai Yuanming, Chang Xiaoxiao. Laboratory and theoretical investigations on the deformation and strength behaviors of artificial frozen soil[J]. Cold Regions Science and Technology, 2010, 64(1):39-45. |