[1] 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, 16 (6): 721~729.Xu Qiang,Huang Runqiu.Kinetics characteristics of large landslides triggered by May 12th Wenchuan earthquake.Journal of Engineering Geology, 2008, 16 (6): 721~729.[2] 许强, 李为乐.汶川地震诱发大型滑坡分布规律研究[J].工程地质学报, 2010, 18 (6): 168~177.Xu Qiang,Li Weile.Distribution of large scale landslides induced by the Wenchuan earthquake.Journal of Engineering Geology, 2010, 18 (6): 168~177.[3] 殷跃平. 汶川八级地震滑坡高速远程特征分析[J].工程地质学报, 2009, 17 (2): 153~166.Yin Yueping.Rapid and long run out features of landslides triggered by the Wenchuan earthquake.Journal of Engineering Geology, 2009, 17 (2): 153~166.[4] 张永双, 雷伟志,石菊松,等.四川5 ·12地震次生地质灾害的基本特征初析[J].地质力学学报, 2008, 14 (2): 109~116.Zhang Yongshuang,Lei Weizhi,Shi Jusong, et al.General characteristics of 5 ·12 earthquake induced geo-hazards in Sichuan.Journal of Geomechanics, 2008, 14 (2): 109~116.[5] 张永双, 石菊松,孙萍,等.汶川地震内外动力耦合及灾害实例[J].地质力学学报, 2009, 15 (2): 131~141.Zhang Yongshuang,Shi Jushong,Sun Ping,et al.Coupling between endogenic and exogenic geological processes in the Wenchuan earthquake and example analysis of geo-hazards.Journal of Geomechanics, 2009, 15 (2): 131~141.[6] 王运生, 徐鸿彪,罗永红,等.地震高位滑坡形成条件及抛射运动程式研究[J].岩石力学与工程学报, 2009, 28 (11): 2360~2368.Wang Yunsheng,Xu Hongbiao,Luo Yonghong, et al.Study of formation conditions and toss motion program of high landslides induced by earthquake.Journal of Rock Mechanics and Engineering, 2009, 28 (11): 2360~2368.[7] 许强, 裴向军,黄润秋.汶川地震大型滑坡研究[M].北京: 科学出版社, 2009.Xu Qiang,Pei Xiangjun,Huang Runqiu.Large Scale Landslides Induced by the Wenchuan Earthquake.Beijing: Science Press, 2009.[8] USGS Earthquake Centre, 2008,shake map.http: //earthquake.usgs.gov/eqcenter/shakemap/global/shake/2008 ryan/# Instrumental_ Intensit.[9] 王环玲, 徐卫亚.高烈度区水电工程岩石高边坡三维地震动力响应分析[J].岩石力学与工程学报, 2005, 24(增2): 5890 -5 895.Wang Huanling,Xu Weiya. 3D dynamical response analysis of high rock slope related to hydropower project in high intensive seismic region.Journal of Rock Mechanics and Engineering, 2005, 24(Supp.2): 5890~5895.[10] 许强, 董秀军,邓茂林,等.2010年7 ·27四川汉源二蛮山滑坡-碎屑流特征与成因机理研究[J].工程地质学报, 2010, 8 (15): 609~622.Xu Qiang,Dong Xiujun,Deng Maolin, et al.The Ermanshan rockslide debris flow of July 27, 2010 in Hanyuan,Sichuan: Characteristics and failure mechanism.Journal of Engineering Geology, 2010, 8 (15): 609~622.[11] 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, 1994.Zhang Zhuoyuan,Wang Shitian,Wang Lansheng.Principles of Engineering Geological Analysis.Beijing: Geological Publishing House, 1994.[12] 黄润秋, 刘卫华,龚满福,等.树木对滚石拦挡效应研究[J].岩石力学与工程学报, 2010, 29(增1): 2897~2901.Huang Runqiu,Liu Weihua,Gong Manfu, et al.Study of trees resistance effect test on rolling rock blocks.Journal of Rock Mechanics and Engineering, 2010, 29(Supp.1): 2897~2901.
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