[1] Baoping Wen,Sijing Wang,Enzhi Wang,Jianmin Zhang.Characteristics of rapid giant landslides in China[J].Landslides, 2004,(1):247~261.[2] 夏金梧. 郭厚桢.长江上游地区滑坡分布特征及主要控制因素探讨[J]水文地质工程地质, 1997, 24 (1): 19~22. Xia Jinwu,Guo Houzhen.Distribution characteristics and controlling factors of landslides in the upper reaches of Yangtze river.Hydrogeology and Engineering Geology, 1997, 24 (1): 19~22, 32.[3] 薛果夫, 吕贵芳,任江.新滩滑坡研究 .新滩滑坡讨论会论文集 .北京: 科学出版社, 1988, 39~41. Xue Guofu,Lv Guifang,Ren Jiang.Study on Xintan landslide.Proceedings of Discussion on Xintan Landslide.Beijing: Science Press, 1988, 39~41.[4] 许强. 黄润秋.用加卸载响应比理论探讨边坡失稳前兆[J].中国地质灾害与防治学报.1995. 6 (2): 25~30. Xu Qiang,Huang Runqiu.Studies on the precusor of slope instabi-lity applying to the load unload response ratio theory.The Chinese Journal of Geological Hazard and Control, 1995, 6 (2): 25~30.[5] 贺可强. 阳吉宝.王思敬.堆积层滑坡位移动力学理论及应用——以三蛱库区典型堆积层滑坡分析为例[M].北京:科学出版社, 2007. He Keqiang,Yang Jibao,Wang Sijing.Dynamic Displacement Theory of Debris Landslide and Its Application.Beijing: Science Press, 2007.[6] 张文杰. 陈云敏,贺可强.加卸载响应比理论应用于堆积层滑坡预报[J].自然灾害学报, 2005, 14 (5): 79~84. Zhang Wenjie,Chen Yunmin,He Keqiang.Application of loading punloading response ratio theory to prediction of accumulative landslides.Natural Disaster Journal, 2005, 14 (5): 79~83.[7] 贺可强, 周敦云,王思敬.降雨型堆积层滑坡的加卸载响应比特征及其预测作用与意义[J].岩石力学与工程学报, 2004, 23 (16): 2665~2670. He Keqiang,Zhou Dunyun,Wang Sijing.Featuresof load-unload response ratio and its significance in prediction of colluvial landslide induced by rainfall.Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (16): 2665~2670.[8] 贺可强, 王荣鲁,李新志,于广明,孙林娜,王思敬.堆积层滑坡的地下水加卸载动力作用规律及其位移动力学预测——以三峡库区八字门滑坡分析为例[J].岩石力学与工程学, 2008, 27 (8): 1644~1651. He Keqiang,Wang Ronglu,Li Xinzhi,Yu Guangming,Sun Linna,Wang Sijing. Load-unload dynamic law of groundwater level and dynamic displacement prediction of debris landslide——a case study of Bazimen landslide in Three Gorges Reservoir.Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (8) : 1644~1651.[9] 文宝萍, 陈海洋.矿物成分、特征地球化学组分对水在滑带形成中作用的指示意义: 以三峡库区大型滑坡为例[J].地学前缘, 2007, 14 (6): 98~106. Wen Baoping,Chen Haiyang.Mineral compositions and elements concentrations as indicators for the role of groundwater in the development of landslide slip zones: A case study of large-scale landslides in the Three Gorges area in China.Earth Science Frontiers, 2007, 14 (6): 98~106.[10] 李维树, 夏晔,乐俊义.水对三峡库区滑带体土直剪强度参数的弱化规律研究[J].岩土力学.2006, 27 (增): 1170~1174. Li Weishu,Xia Ye,Le Junyi.Research on softening rule of direct shear strength parameters of soil of slide zone in Three-Gorge Reservoir Region caused by water.Rock and Soil Mechanics.2006, 27 (S): 1170~1174.[11] SEEP/W for Finite Seepage Analysis Version6.0.User's Manual.Geo-Slope International Ltd.,Canada.
|