[1] 罗国煜, 王培清,吴浩,等.敷溪口松动变形边坡稳定性和破坏机制浅析[J].湖南水利, 1981,(1): 12~16. Luo Guoyu, Wang Peiqing, Wu Hao, et al. Brief analysis on stablity and failure mechanism of loose and deformed slope in Fuxikou hydropower station. Hunan Hydro & Power, 1981,(1): 12~16.[2] 蒋建平, 章杨松,罗国煜,等.优势结构面理论在岩土工程中的应用[J].水利学报, 2008, 8 : 90~96. Jiang Jianping, Zhang Yangsong, Luo Guoyu, et al. The application of preferred plane theory to geotechnical engineering practice. Journal of Hydraulic Engineering, 2008, 8 : 90~96.[3] 薛守义. 岩体边坡动力性研究 .北京: 中国科学技术大学, 1989. Xue Shouyi. Research on Characteristics of Lithologic Slope under Seismic Condition. Beijing: University of Science and Technology of China, 1989.[4] 王存玉, 王思敬.地震条件下二滩水库岸坡稳定性研究 .岩体工程地质力学问题(七) .北京: 科学出版社, 1987. Wang Cunyu, Wang Sijing. Study on stability of the bank slope of Ertan reservoir under seismic condition. In: Problem of Rockmass Engineering Geomechanics, Vol.Ⅶ. Beijing: Science Press, 1987.[5] 孔纪名, 阿发友,吴文平.汶川地震滑坡类型及典型实例分析[J].水土保持学报, 2009, 23 (6): 66~70. Kong Jiming, A Fayou, Wu Wenping. Typical examples analysis and the types of Wenchuan earthquake landslide. Journal of Soil and Water Conservation, 2009, 23 (6): 66~70.[6] 许强, 裴向军,黄润秋,等.汶川地震大型滑坡动力过程[M].北京: 科学出版社, 2008. Xu Qiang, Pei Xiangjun, Huang Runqiu, et al. Large-scale Landslides Induced by the Wenchuan Earthquake. Beijing: Science Press, 2009.[7] 许向宁. 高地震烈度区山体变形破裂机制地质分析与地质力学模拟研究 .成都: 成都理工大学, 2006. Xu Xiangning. Geological Analysis and Geomechanics Analog Study of Mountain Deformation Failure Mechanism in High Earthquake Intensity Area. Chengdu: Chengdu University of Technology, 2006.[8] 刘同庆, 陈有明,褚进海,等.四川什邡北部山区遥感调查次生地质害现状及防治建议[J].安徽地质, 2008. 18 (4): 284~286. Liu Tongqing, Chen Youming, Chu Jinhai, et al. Current situation and prevention recommendations for the secondary geological disasters with the remote sensing survey in the northern mountainous areas of Shifang city, Sichuan province. Geology of Anhui, 2008. 18 (4): 284~286.[9] 黄润秋, 裴向军,李天斌.汶川地震触发大光包巨型滑坡基本特征及形成机理分析[J].工程地质学报, 2008, 16 (6): 730~741. Huang Runqiu, Pei Xiangjun, Li Tianbin. Basic characteristics and formation mechanism of the largest scale landslide at Daguangbao occurred during the Wenchuan earthquake. Journal of Engineering Geology, 2008, 16 (6): 730~741.[10] 殷跃平. 汶川八级地震地质灾害研究[J].工程地质学报, 2008, 16 (4): 433~444. Yin Yueping. Research on the geo-hazards triggered by Wenchuan earthquake, Sichuan. Journal of Engineering Geology, 2008, 16 (4): 433~444.
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