[1] Feng Lianchang, Zheng Yanwu. Collapsible Loess of China[M]. Beijing: China Railway Publishing House, 1982.[2] Yang Youhai, Su Zaichao, Xia Qiong. Mechanism and application of short reinforcement under superficial layers of loess embankment slope [J]. China Civil Engineering Journal, 2005, 38(11): 84-88. [杨有海, 苏在朝, 夏琼. 黄土路堤边坡浅层加筋加固机理分析及工程应用[J]. 土木工程学报, 2005, 38(11): 84-88.][3] Yao Xiaoliang, Qi Jilin. Artificial neural network forecasting method for thaw-settlement coefficient[J]. Journal of Glaciology and Geocryology, 2011,33(4): 891-896. [姚晓亮, 齐吉琳. 融沉系数的人工神经网络预测方法[J]. 冰川冻土, 2011,33(4): 891-896.][4] Zheng Jianfeng, Ma Wei, Zhao Shuping, et al. Study of meso-damage changes of frozen Lanzhou loess under triaxial compression based on CT real-time monitoring [J]. Journal of Glaciology and Geocryology, 2011, 33(4): 839-845. [郑剑锋, 马巍, 赵淑萍, 等. 三轴压缩条件下基于CT实时监测的冻结兰州黄土细观损伤变化研究[J]. 冰川冻土, 2011, 33(4): 839-845.][5] Luo Fei, Zhao Shuping, Ma Wei, et al. Characteristics of dynamic strain amplitude of frozen Lanzhou loess under dynamic loading[J]. Journal of Glaciology and Geocryology, 2012, 34(4): 884-890. [罗飞, 赵淑萍, 马巍, 等. 动荷载作用下冻结兰州黄土的动应变幅变化特征研究[J]. 冰川冻土, 2012,34(4): 884-890.][6] Sun Jianzhong, Liu Jianmin. On unsaturated collapse, remnant collapse and multiple collapse of the loess[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 365-367. [孙建中, 刘健民. 黄土的未饱和湿陷、 剩余湿陷和多次湿陷[J]. 岩土工程学报, 2000, 22(3): 365-367.][7] Lu Yudong, Sun Jianzhong. Discussion on multilevel collapsibility of loess[J]. Coal Geology & Exploration, 2005, 33(4): 63-65. [卢玉东, 孙建中. 黄土的多级湿陷性研究[J]. 煤田地质与勘探, 2005, 33(4): 63-65.][8] Li Guoyu, Ma Wei, Mu Yanhu, et al. Process and mechanism of impact of freezing and thawing cycle on collapse deformation of compacted loess[J]. China Journal of Highway and Transport, 2011,24(5): 1-5,10. [李国玉, 马巍, 穆彦虎, 等. 冻融循环对压实黄土湿陷变形影响的过程和机制[J]. 中国公路学报, 2011, 24(5): 1-5,10.][9] Xu Xiaozu, Wang Jiacheng, Zhang Lixin. Physics of Frozen Soils[M]. Beijing: Science Press, 2001.[10] Dong Xiaohong, Zhang Aijun, Lian Jiangbo, et al. Study of shear strength deterioration of loess under repeated freezing-thawing cycles[J]. Journal of Glaciology and Geocryology, 2010, 32(4): 767-772. [董晓宏, 张爱军, 连江波, 等. 反复冻融下黄土抗剪强度劣化的试验研究[J]. 冰川冻土, 2010,32(4): 767-772.][11] Zhang Shimin, Li Shuangyang. Experimental study of the Tibetan silty clay under freeze-thaw cycles[J]. Journal of Glaciology and Geocryology, 2012, 34(3): 625-631. [张世民, 李双洋. 青藏粉质黏土冻融循环试验研究[J]. 冰川冻土, 2012, 34(3): 625-631.][12] Yang Chengsong, He Ping, Cheng Guodong, et al. Freeze-thaw experiment influence on moisture content distribution of soil[J]. Journal of Glaciology and Geocryology(冰川冻土), 2004, 26(Suppl.): 50-55.[13] Yang Chengsong, He Ping, Cheng Guodong, et al. Testing study on influence of freezing and thawing on dry density and water content of soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(Suppl. 2): 2695-2699. [杨成松, 何平, 程国栋, 等. 冻融作用对土体干容重和含水量影响的试验研究[J]. 岩石力学与工程学报, 2003, 22(增2): 2695-2699.][14] Fang Lili, Qi Jilin, Ma Wei. Freeze-thaw induced changes in soil structure and its relationship with variations in strength[J]. Journal of Glaciology and Geocryology, 2012, 34(2): 435-440. [方丽莉, 齐吉琳, 马巍. 冻融作用对土结构性的影响及其导致的强度变化[J]. 冰川冻土, 2012, 34(2): 435-440.][15] 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, 2003, 22(Suppl. 2): 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, 2003, 22(增2): 2690-2694.][16] Ma Wei, Xu Xiaozu, Zhang Lixin. Influence of frost and thaw cycles on shear strength of lime silt[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 158-160. [马巍, 徐敩祖, 张立新. 冻融循环对石灰粉土剪切强度特性的影响[J]. 岩土工程学报, 1999, 21(2): 158-160.][17] The Ministry of Construction of the People’s Republic of China. Code for Building Construction on Collapsible Loess Regions[S]. Beijing: China Architecture & Building Press, 2004.[18] The Ministry of Water Resources of the People’s Republic of China. Standard for Soil Test Method(GB/T 50123-1999)[S]. Beijing: China Planning Press, 1999. |