[1] Tong Changjiang, Guan Fengnian. Soil Freezing and Protective Measures of Freeze Injury of Construction[M]. Beijing: China Waterpower Press, 1985. [童长江, 管枫年. 土的冻胀与建筑物冻害防治[M]. 北京: 中国水利电力出版社, 1985.][2] Qi Jilin, Zhang Jianming, Zhu Yuanlin. Influence of freezing-thawing on soil structure and its soil mechanics significance[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(S2): 2690-2694. [齐吉琳, 张建明, 朱元林. 冻融作用对土结构性影响的土力学意义[J]. 岩石力学与工程学报, 2004, 23(S2): 2690-2694.][3] Yang Ping, Zhang Ting. The physical and mechanical properties of originaland frozen-thawed soil[J]. Journal of Glaciology and Geocryology, 2002, 24(5): 665-667. [杨平, 张婷. 人工冻融土物理力学性能研究[J]. 冰川冻土, 2002, 24(5): 665-667.][4] Benoit G R, Voorhees W B. Effect of Freeze-thaw Activity on Water Retention, Hydraulic Conductivity, Density and Surface Strength of Two Soils Frozen at High Water Content[R]. Hanover, NH: US Army CRREL, 1990.[5] Kim W H, Daniel D E. Effects of freezing on hydraulic conductivity of compacted clay[J]. Journal of Geotechnical Engineering, 1992, 118(7): 1083-1097.[6] Chen Lun, Guo Ruiping, Li Guangxin. Study on prevention of frost heaving of reinforced soils[J]. Journal of Glaciology and Geocryology, 1996, 18(4): 297-304. [陈轮, 郭瑞平, 李广信. 土工加筋抗冻胀工作机制的研究[J]. 冰川冻土, 1996, 18(4): 297-304.][7] Wang Enliang, Jie Yuxin, Chang Junde, et al. Loading test of reinforcement-soil complex suffered freeze-thaw cycling[J]. Journal of Glaciology and Geocryology, 2011, 33(4): 914-921. [汪恩良, 介玉新, 常俊德, 等. 冻融循环后筋土复合体加载破坏试验研究[J]. 冰川冻土, 2011, 33(4): 914-921.][8] Su Qian, Tang Dijia, Liu Shen. Test on physico-mechanical properties of Qinghai-Tibet slope clay under freezing-thawing cycles[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(S1): 2990-2994. [苏谦, 唐第甲, 刘深. 青藏斜坡黏土冻融循环物理力学性质试验[J]. 岩石力学与工程学报, 2008, 27(S1): 2990-2994.][9] Wang D Y, Ma W, Niu Y H, et al. Effect of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay[J]. Cold Regions Science and Technology, 2007, 48(1): 34-43.[10] Gu Changcun, Yang Qinggang, Zhang Zheng. Numerical analysis of embankment on soft clay foundation reinforced by geogrids[J]. Journal of Hohai University (Natural Sciences), 2005, 33(6): 677-681. [顾长存, 杨庆刚, 张铮. 土工格栅加筋软土路堤的数值分析[J]. 河海大学学报(自然科学版), 2005, 33(6): 677-681.][11] Yang Qinggang, Huang Xiaoming, Chai Jianfeng. Analysis of influence factors controling effects of embankment reinforcement by geogrids[J]. Journal of Engineering Geology, 2006, 14(1): 131-137. [杨庆刚, 黄晓明, 柴建峰. 土工格栅路堤加筋效果的影响因素分析[J]. 工程地质学报, 2006, 14(1): 131-137.][12] Yang Lizhen. Numerical Simulation on Differential Settlement of Composite Foundation at Highway Expansion Project on Soft Soil[D]. Guangzhou: South China University of Technology, 2010: 6-22. [杨丽珍. 软土地区高速公路扩建工程复合地基差异沉降数值模拟[D]. 广州: 华南理工大学, 2010: 6-22.][13] Liu Chun, Zhao Hongbo, Bai Shiwei. Research on using geogrids to control settlements of subgrades[J]. Rock and Soil Mechanics, 2002, 24(6): 1070-1073. [刘春, 赵洪波, 白世伟. 土工格栅在治理软土路基沉降问题中的研究[J]. 岩土力学, 2002, 24(6): 1070-1073.][14] Luan Maotian, Li Jingfeng, Xiao Chengzhi, et al. Numerical analysis of performance of geogrids-reinforced retaining walls by nonlinear FEM[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(14): 2428-2433. [栾茂田, 李敬峰, 肖成志, 等. 土工格栅加筋挡土墙工作性能的非线性有限元数值分析[J]. 岩石力学与工程学报, 2005, 24(14): 2428-2433.][15] Duncan J M. Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analysis of Stress and Movements in Soil Masses, Report No. UCB/GT/80-01[R]. Berkeley, CA: University of California, 1980.[16] Wu Jinghai. Experimental Study and FEM Analysis of Geosynthetic Reinforcement[D]. Tianjin: Tianjin University, 2002: 39-75. [吴景海. 土工合成材料加筋的试验研究和有限元分析[D]. 天津: 天津大学, 2002: 39-75.][17] Han Zhixing, Tang Yun, Liu Degui, et al. Research on the parameters of Duncan-Chang model for geogrid-reinforced clay[J]. Mining Research and Development, 2010, 30(2): 28-30. [韩志型, 唐云, 刘德贵, 等. 土工格栅加筋黏土邓肯-张模型试验参数研究[J]. 矿业研究与开发, 2010, 30(2): 28-30.] |