[1] 黄润秋,李为乐.“5·12”汶川大地震触发地质灾害的发育分布规律研究 [J].岩石力学与工程学报, 2009,27(12): 2585~2592.Huang Runqiu,Li Weile. Research on development and distribution on rules of geohazards induced by wenchuan earthquake on 12thMay. Chinese Journal of Rock Mechanics and Engineering, 2009,27(12): 2585~2592.
[2] 祁生文,伍法权,严福章,刘春玲.岩质边坡动力反应分析 [M].北京: 科学出版社, 2007.Qi Shengwen,Wu Faquan,Yan Fuzhang. Dynamic Response of Rock Slope Analysis.Beijing: Science Press, 2007.
[3] Boore D M,Harmsen S C,Harding S T. Wave scattering from a step change in surface topography. Bull. Seismol. Soc.Am, 1981,71(1): 117~25.
[4] George D.Bouckovalas,Achilleas G. Papadimitriou. Numerical evaluation of slope topography effects on seismic ground motion [J]. Soil Dynamics and Earthquake Engineering 2005,(25): 547~558.
[5] Ashford S,Sitar N. Analysis of topographic amplification of inclined shear waves in a steep coastal bluff. Bull Seismol Soc Am 1997; 87(3): 692~700.
[6] Ashford S,Sitar N,Lysmer J,Deng N. Topographic effects on the seismic response of steep slopes. Bull Seismol Soc Am 1997; 87(3): 701~709.
[7] 姜彤,马莎,许兵,马瑾.边坡在地震作用下的加卸载响应规律研究 [J].岩石力学与工程学报, 2004,22(23): 3803~3807.Jang Tong,Ma Sha,Xu Bing,Ma Jin. Study on laws of loadunload response of slope under seismic load. Chinese Journal of Rock Mechanics and Engineering, 2004,22(23): 3803~3807.
[8] 李海波,肖克强,刘亚群.地震荷载作用下顺层岩质边坡安全系数分析 [J]. 岩石力学与工程学报, 2007,26(12): 2385~2394.Li Haibo,Xiao Keqiang,Liu Yaqun. Factor of safety analysis of bedding rock slope under seismic load. Chinese Journal of Rock Mechanics and Engineering. 2007,26(12): 2385~2394.
[9] 郑颖人,叶海林,黄润秋.地震边坡破坏机制及其破裂面的分析探讨 [J].岩石力学与工程学报, 2009,28(8): 1714~1723.Zheng Yingren,Ye Hailin,Huang Runqiu. Analysis and discussion of failure mechanism and fracture surface of slope under earthquake. Chinese Journal of Rock Mechanics and Engineering, 2009,28(8): 1714~1723.
[10] 黄润秋.汶川80 级地震触发崩滑灾害机制及其地质力学模式 [J].岩石力学与工程学报, 2009,28(6): 1239~1249.Huang Runqiu. Mechanism and geotechnical modes of landslide hazards triggered by Wenchuan 80 earthquake. Chinese Journal of Rock Mechanics and Engineering, 2009,28(6): 1239~1249.
[11] 卢萌盟,卫明山,等.全长黏结式预应力锚索加固基坑仿真实验研究 [J].岩土工程学报, 2006,28(1): 92~96.Lu Mengmeng,Wei Mingshan,et al. Simulation tests on pit foundation reinforced by fulllengthbonding prestressed cables. Chinese Journal of Geotechnical Engineering, 2006,28(1): 92~96.
[12] 张倬元,王士天,王兰生.工程地质分析原理 [M].北京: 地质出版社, 1993.Zhang Zhuoyuan,Wang Shitian,Wang Lansheng. Principles of Engineering Geology. Beijing: Geological Publishing House, 1993.
[13] 胡广韬.滑坡动力学 [M].北京: 地质出版社, 1995.Hu Guangtao. Landslide Dynamics. Beijing:Geological Publishing House, 1995.
[14] 许强,黄润秋. 5·12汶川大地震诱发大型崩滑灾害动力特征初探 [J].工程地质学报.2008, 721~729.Xu Qiang,Huang Runqiu. Kinetics characteristics of large landslides triggered by may 12th Wenchuan earthquake. Journal of Engineering Geology.2008, 721~729.
[15] 李秀珍,孔纪名,邓红艳,等.“5·12”汶川地震滑坡特征及失稳破坏模式分析 [J]. 四川大学学报(工程科学版).2009,(41)3: 72~77.Li Xiuzhen,Kong Jiming, Deng Hongyan, et al. Analysis on characteristics and deformation failure mode of largescale landslides induced by“5·12” Wenchuan earthquake. Journal of Sichuan University(Engineering Science edition).2009,(41)3: 72~77.
[16] Lin M L,Wang K L. Seismic slope behavior in a largescale shaking table model test [J]. Engineering Geology, 2006,86(2): 118~133.
|