[1] Liu Shiwei, Zhang Jianming. Review on physic-mechanical properties of warm frozen soil[J]. Journal of Glaciology and Geocryology, 2012,34(1): 120-129. [刘世伟, 张建明. 高温冻土物理力学特性研究现状[J]. 冰川冻土, 2012,34(1): 120-129.][2] Zhang J, Ma X, Zheng B. Experimental study on mechanisms of subgrade deformation in permafrost regions along the Qinghai-Tibetan railway[C]//Proceedings of the Ninth International Conference on Permafrost, Vol. 2. Fairbanks, AK, USA: Institute of Northern Engineering, University of Alaska Fairbanks, 2008: 2043-2048.[3] Yu Fan, Qi Jilin, Yao Xiaoliang, et al. Monitoring settlement at different depths within an embankment in permafrost region[J]. Journal of Glaciology and Geocryology, 2011, 33(4): 813-818. [余帆, 齐吉琳, 姚晓亮,等. 多年冻土区路基分层变形现场观测研究[J]. 冰川冻土, 2011, 33(4): 813-818.][4] Liu Yongzhi, Wu Qingbai, Zhang Jianming, et al. Deformation of highway roadbed in permafrost regions of the Tibetan Plateau [J]. Journal of Glaciology and Geocryology, 2002, 24(1): 10-15. [刘永智, 吴青柏, 张建明,等. 青藏高原多年冻土地区公路路基变形[J]. 冰川冻土, 2002, 24(1): 10-15.][5] Ma Xiaojie, Zhang Jianming, Chang Xiaoxiao, et al. Experimental research on strength of warm and ice-rich frozen clays[J]. Chinese Journal of Geotechnical Engineering, 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]. 岩土工程学报, 2008, 29(9): 2498-2502.][6] Zhang Jianming. Study on Roadbed Stability in Permafrost Regions on Qinghai-Tibetan Plateau and Classification of Permafrost in Highway Engineering. Lanzhou: Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, 2004. [张建明. 青藏高原冻土路基稳定性及公路工程多年冻土分类研究. 兰州: 中国科学院寒区旱区环境与工程研究所, 2004.][7] Zhu Yuanlin, Zhang Jiayi. Elastic and compressive deformation of frozen soils [J]. Journal of Glaciology and Geocryology, 1982, 4(3): 29-39. [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): 29-39.][8] Tsytovich N A. The Mechanics of Frozen Ground [M]. Translated by Zhang Changqing, Zhu Yuanlin. Beijing: Science Press, 1985. [崔托维奇H A. 冻土力学[M]. 张长庆, 朱元林, 译. 北京: 科学出版社, 1985.][9] 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(Suppl. 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1): 3064-3069.][10] Wang Yaqing. Moisture content and density of frozen soils[C]//Professional Papers on Permafrost Studies of Qinghai-Xizang Plateau. Beijing: Science Press, 1983: 60-66. [王雅卿. 冻土含水量及容重[C]//青藏冻土研究论文集. 北京: 科学出版社, 1983: 60-66.][11] Xu Xiangtian, Lai Yuanming, Liu Feng, et al. A study of mechanical test methods of frozen soil[J]. Journal of Glaciology and Geocryology, 2011, 33(5): 1132-1138. [徐湘田, 赖远明, 刘峰,等. 冻土中几类力学试验方法的探讨[J]. 冰川冻土, 2011, 33(5): 1132-1138.][12] Shen Ying, Liu Jimin, Zhao Shuping. Long-term stability of thermometric thermistor sensor SKLFSE-TS used at low temperature[J]. Journal of Glaciology and Geocryology, 2012, 34(4): 891-897. [沈颖, 刘继民, 赵淑萍. 用于低温测量的SKLFSE-TS热敏电阻温度传感器长期稳定性论证[J]. 冰川冻土, 2012, 34(4): 891-897.][13] The Editorial Board. Manual of Engineering Geology[M]. 4th Edition. Beijing: China Architecture & Building Press, 2007.[14] Ma Xiaojie, Zhang Jianming, Chang Xiaoxiao, et al. Experimental study on creep of warm and ice-rich frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 848–852. [马小杰,张建明,常小晓, 等. 高温-高含冰量冻土蠕变试验研究[J]. 岩土工程学报, 2007, 29(6): 848–852.][15] Chen Jin, Li Dongqing, Bing Hui, et al. An Experimental study of influence of water content on uniaxial compression strength of frozen salty silt[J]. Journal of Glaciology and Geocryology, 2012, 34(2): 441-446. [陈锦, 李东庆, 邴慧, 等. 含水量对冻结含盐粉土单轴抗压强度影响的试验研究[J]. 冰川冻土, 2012, 34(2): 441-446.] |