[1] 林孝松. 滑坡与降雨研究[J]. 地质灾害与环境保护, 2001, 12(3):1-7. Lin Xiaosong. The study of landslide related to rainfall[J]. Journal of Geological Hazards and EnvironmentPreservation, 2001, 12(3):1-7.
[2] 孙广忠. 中国典型滑坡[M]. 北京:科学出版社, 1998. Sun Guangzhong. Landslides in China-selected[M]. Beijing:Science Press, 1998.
[3] 钟立勋. 中国重大地质灾害实例分析[J]. 中国地质灾害与防治学报, 1999, 10(3):1-10. Zhong Lixun. Case study on significant geo-hazards in China[J]. The Chinese Journal of Geological Hazard and Control, 1999, 10(3):1-10.
[4] 戚国庆. 降雨诱发滑坡机理及其评价方法研究[D]. 成都:成都理工大学, 2004. Qi Guoqing. Study on the mechanics of rainfall-induced landslide and its evaluating method[D]. Chengdu:Chengdu University of Technology, 2004.
[5] 张常亮, 李同录, 李萍. 三维极限平衡法通用形式的建立及应用[J]. 地球科学与环境学报, 2010, 32(1):98-105. Zhang Changliang, Li Tonglu, Li Ping. Constitution and application of three-dimensional limit equilibrium general form[J]. Journal of Earth Sciences and Environment, 2010, 32(1):98-105.
[6] 袁恒, 罗先启, 张振华. 边坡稳定分析三维极限平衡条柱间力的讨论[J]. 岩土力学, 2011, 32(8):2453-2458. Yuan Heng, Luo Xianqi, Zhang Zhenhua. Discussion on force between columns of three-dimensional limit equilibrium for slope stability analysis[J]. Rock and Soil Mechanics, 2011, 32(8):2453-2458.
[7] 秦卫星, 陈胜宏, 陈士军. 有限单元法分析边坡稳定的若干问题研究[J]. 岩土力学, 2006, 27(4):586-590. Qin Weixing, Chen Shenghong, Chen Shijun. A study on some issues for slope stability analysis by finite element method[J]. Rock and Soil Mechanics, 2006, 27(4):586-590.
[8] 李荣建, 闫蕊, 刘军定, 等. 土工动力离心模型试验中物理破坏模拟比较及关键问题[J]. 地震工程学报, 2014, 36(3):718-726. Li Rongjian, Yan Rui, Liu Junding, et al. A comparison of dynamic response and failure simulations in geotechnical dynamic centrifugal model tests and the key issues[J]. China Earthquake Engineering Journal, 2014, 36(3):718-726.
[9] 李荣建, 郑文. 岩土工程模型试验方法发展与应用的方法论探讨[C/OL]. 2011 International Conference on Economic, Education and Management (ICEEM 2011), Macau, China, March 5-6, 2011.[2018-08-19]. http://kns.cnki.net/kns/brief/default_result.aspx. Li Rongjian, Zheng Wen. Discussion on the methodology of development and application of geotechnical modeling test[C/OL]. 2011 International Conference on Economic, Education and Management (ICEEM 2011), Macau, China, March 5-6, 2011.[2018-08-19]. http://kns.cnki.net/kns/brief/default_result.aspx.
[10] 李峰, 郭院成. 降雨入渗对边坡稳定性作用机理分析[J].人民黄河, 2007, 29(6):44-45, 48. Li Feng, Guo Yuancheng. Mechanism analysis of rainfall infiltration on slope stability[J]. Yellow River. 2007,29(6):44-45, 48.
[11] 王继华. 降雨入渗条件下土坡水土作用机理及其稳定性分析与预测预报研究[D]. 长沙:中南大学, 2006. Wang Jihua. Research the principle of water-soil interaction in soil-slope and analyze and predict its stability in condition of rain infiltration[D]. Changsha:Central South University, 2006.
[12] 吴仁铣. 降雨诱发的滑坡作用机制研究[D]. 长沙:中南大学, 2013. Wu Renxian. Research on landslides mechanism induced by rainfall[D]. Changsha:Central South University, 2013.
[13] 宋朋燃. 黄土边坡冲刷破坏特征及数值模拟[D]. 吉林:吉林大学, 2013. Sun Pengran. The erosion damage characteristics and numerical simulation of loess slope[D]. Jilin:Jilin University, 2013.
[14] 林鸿州. 降雨诱发土质边坡失稳的试验与数值分析研究[D]. 北京:清华大学, 2007. Lin Hongzhou. The study on the mechanism and numerical analysis of rainfall-induced soil slope failure[D]. Beijing:Tsinghua University, 2007.
[15] 武彩萍, 骆亚生, 陈伟, 等. 降雨对黄土裸坡坡面形态影响的室内模型试验[J]. 水土保持通报, 2013, 33(1):115-119. Wu Caiping, Luo Yasheng, Chen Wei, et al. Indoor model experiment for rainfall effects on bare loess slope shape[J]. Bulletin of Soil and Water Conservation, 2013, 33(1):115-119.
[16] 李海亮, 吴礼舟, 黄润秋, 等. 降雨条件下双层土坡的模型实验研究[J]. 长江科学院院报, 2012, 29(10):102-107. Li Hailiang, Wu Lizhou, Huang Runqiu, et al. Physical model tests of two-layer soil slopes under rainfall[J]. Journal of Yangtze River Scientific Research Institute, 2012, 29(10):102-107.
[17] 李焕强, 孙红月, 刘永莉, 等. 光纤传感技术在边坡模型试验中的应用[J]. 岩石力学与工程学报, 2008, 27(8):1703-1708. Li Huanqiang, Sun Hongyue, Liu Yongli, et al. Application of optical fiber sensing technology to slope model test[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(8):1703-1708.
[18] 李龙起, 罗书学, 王运超, 等. 不同降雨条件下顺层边坡力学响应模型试验研究[J]. 岩石力学与工程学报, 2014, 33(4):755-762. Li Longqi, Luo Shuxue, Wang Yunchao, et al. Model tests for mechanical response of bedding rock slope under different rainfall conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(4):755-762.
[19] 胡修文, 唐辉明, 李建松. 基于普通数码相机的滑坡物理模型监测可靠性研究[J]. 岩土力学, 2006, 27(10):1223-1226. Hu Xiuwen, Tang Huiming, Li Jiansong. Reliability study of landslide physical model monitoring based on non-metric digital camera[J]. Rock and Soil Mechanics, 2006, 27(10):1223-1226.
[20] 徐向舟, 张红武, 董占地, 等. SX2002管网式降雨模拟装置的试验研究[J]. 中国水土保持, 2006(4):8-11. Xu Xiangzhou, Zhang Hongwu, Dong Zhandi, et al. Experimental study on SX2002 pipe network-type precipitation simulation apparatus[J]. Soil and Water Conservation in China, 2006(4):8-11.
[21] 罗先启, 刘德富, 吴剑. 雨水及库水作用下滑坡模型试验研究[J]. 岩石力学与工程学报, 2005, 24(14):2476-2483. Luo Xianqi, Liu Defu, Wu Jian, et al. Model test study on landslide under rainfall and reservoir water fluctuation[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(14):2476-2483.
[22] 徐光明, 王国利, 顾行文, 等. 雨水入渗与膨胀性土边坡稳定性试验研究[J]. 岩土工程学报, 2006, 2(2):270-273. Xu Guangming, Wang Guoli, Gu Xingwen, et al. Centrifuge modeling for instability of excavated slope in expansive soil due to water infiltration[J]. Chinese Journal of Geotechnical Engineering, 2006, 2(2):270-273.
[23] 姚裕春, 姚令侃, 袁碧玉. 降雨条件下边坡破坏机理离心模型研究[J]. 中国铁道科学, 2004, 25(4):64-68. Yao Yuchun, Yao Lingkan, Yuan Biyu. Analysis of a centrifugal model of slope damage mechanism during rainfall[J]. China Railway Science, 2004, 25(4):64-68.
[24] 唐茂颖, 罗强, 华政辉. 含水量对土质路堑高边坡变形特性影响的离心模型研究[J]. 路基工程, 2006(1):59-62. Tang Maoying, Luo Qiang, Hua Zhenghui. Centrifugal model experimental study on the influence of moisture content on deformation in high cutting slope of soil[J]. Subgrade Engineering, 2006(1):59-62.
[25] 陈生水, 郑澄锋, 王国利. 膨胀土边坡长期强度变形特性和稳定性研究[J]. 岩土工程学报, 2007, 29(6):795-799. Chen Shengshui, Zheng Chengfeng, Wang Guoli. Researches on long-term strength deformation characteristics and stability of expansive soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6):795-799.
[26] Timpong S, Itoh K, Toyosawa Y. Geotechnical centrifuge modelling of slope failure induced by ground water table change[J]. Landslides and Climate Chang, 2007:107-112.
[27] 刘东燕, 郑志明, 侯龙. 边坡模型边界效应及材料孔隙率敏感性研究[J]. 岩土力学, 2010, 31(增刊1):23-27. Liu Dongyan, Zheng Zhiming, Hou Long. Research on boundary condition effect and material porosity sensitivity for slope model[J]. Rock and Soil Mechanics, 2010, 31(Suppl1):23-27.
[28] 姚燕明, 周顺华, 李尧臣. 离心模型试验边界效应分析[J]. 力学季刊, 2004, 25(2):291-296. Yao Yanming, Zhou Shunhua, Li Yaochen. Boundary effect analysis of centrifuge test[J]. Chinese Quarterly of Mechanics, 2004, 25(2):291-296.
[29] Malushitsky Y N. The centrifuge model testing of wasteheap embanlanent[M]. London:Cambridge University Press, 1975:5-11.
[30] Santamarina J C, Goodings D J. Centrifuge modeling:A study of similarity[J]. Geoteclmical Testing Jr, 1989:12(2):163-166.
[31] 钱纪芸, 张嘎, 张建民, 等. 降雨时黏性土边坡的离心模型试验[J]. 清华大学学报(自然科学版), 2009, 49(6):829-833. Qian Jiyun, Zhang Ga, Zhang Jianmin, et al. Centrifuge model tests of cohesive soil slopes during rainfall[J]. Journal of Ts inghua University (Science and Technology), 2009, 49(6):829-833.
[32] 张敏, 吴宏伟. 边坡离心模型试验中的降雨模拟研究[J]. 岩土力学, 2007, 28(增刊1):53-57. Zhang Min, Wu Hongwei. Rainfall simulation techniques in centrifuge modelling of slopes[J]. Rock and Soil Mechanics, 2007, 28(Suppl1):53-57.
[33] 李爱国, 岳中琦, 谭国焕, 等. 土体含水率和吸力量测及其对边坡稳定性的影响[J]. 岩土工程学报, 2003, 25(3):278-282. Li Aiguo, Yue Zhongqi, Tan Guohuan,et al. Soil moisture and suction measurement and its effect on slope stability[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3):278-282.
[34] 张友谊. 不同降雨条件下峡口滑坡稳定性研究[D]. 成都:西南交通大学, 2007. Zhang Youyi. The steady of Xiakou landslide under the different rainfall conditions[D]. Chengdu:Southwest Jiaotong University, 2007.
[35] 陈文亮, 王占礼. 国内外人工模拟降雨装置综述[J]. 水土保持学报, 1990, 4(1):61-65.Chen Wenliang, Wang Zhanli. Summary on the installation of simulated rainfall at home and abroad[J]. Journal of Soil and Water Conservation, 1990, 4(1):61-65.
[36] 任树梅, 刘洪禄, 顾涛. 人工模拟降雨技术研究综述[J]. 中国农村水利水电, 2003(3):73-75. Ren Shumei, Liu Honglu, Gu Tao. Summary of research on artificial simulation of rainfall[J]. China Rural Water and Hydropower, 2003(3):73-75.
[37] 王洁, 胡少伟, 周跃. 人工模拟降雨装置在水土保持方面的应用[J]. 水土保持研究, 2005, 12(4):188-190, 194. Wang Jie, Hu Shaowei, Zhou Yue. Application of artificial simulation of rainfall devices to soil and water conservation[J]. Research of Soil and Water Conservation, 2005, 12(4):188-190, 194.
[38] 陈文亮, 唐克丽. SR型野外人工降雨模拟装置[J]. 水土保持研究, 2000, 7(4):106-110. Chen Wenliang, Tang Keli. A new SR style field artificial rainfall simulator[J]. Research of Soil and Water Conservation, 2000, 7(4):106-110.
[39] 周中, 傅鹤林, 刘宝琛, 等. 土石混合体边坡人工降雨模拟试验研究[J]. 岩土力学, 2007, 28(7):1391-1396. Zhou Zhong, Fu Helin, Liu Baochen, et al. Artificial rainfall tests on a well-instrumented soil-rock-mixture slope[J]. Rock and Soil Mechanics, 2007, 28(7):1391-1396.
[40] 谢妮, 邹维列, 严秋荣, 等. 黄土路基边坡降雨响应的试验研究[J]. 四川大学学报, 2009(4):31-36. Xie Ni, Zou Weilie, Yan Qiurong, et al. Experimental research on response of a loess subgrade slope to artificial rainfall[J]. Journal of Sichuan University (Engineering Science Edition), 2009(4):31-36.
[41] 吴钦孝, 赵鸿雁, 韩冰. 黄土丘陵区草灌植被的减沙效益及其特征[J]. 草地学报, 2003, 11(1):23-26. Wu Qinxiao, Zhao Hongyan, Han Bing. Benefit and Characteristics of Grass-Shrub Vegetation for Reducing Soil Erosion in Loess Hilly Region[J]. Acta Agrestia Sinica, 2003, 11(1):23-26.
[42] Rahardjo H, Lee T T, Leong E C, Rezaur R B. Response of a residual soil slope to rainfall[J]. Canadian Geotechnical Journal, 2005, 42:340-351.
[43] Tsaparas I, Rahardjo H, Toll D G, et al. Infiltration characteristics of two instrumented residual soil slopes[J]. Canadian Geotechnical Journal, 2003, 40:1012-1032.
[44] 詹良通, 吴宏伟, 包承纲, 等. 降雨入渗条件下非饱和膨胀土边坡原位监测[J]. 岩土力学, 2003, 24(2):151-158. Zhan Liangtong, Wu Hongwei, Bao Chenggang, et al. Artificial rainfall infiltration tests on a well-instrumented unsaturated expansive soil slope[J]. Rock and Soil Mechanics, 2003, 24(2):151-158.
[45] 李汝成, 王复明. 降雨入渗对泥岩-土混填路堤稳定性的影响[J]. 岩石力学与工程学报, 2008, 27(11):2260-2266. Li Rucheng, Wang Fuming. Effect of rainfall infiltration on stability of mudstone-soil mixture embankment[J] Chinese Journal of Rock Mechanics and Engineering, 2008, 27(11):2260-2266.