Xu Chong,Xu Xiwei,Wu Xiyan,et al.Detailed catalog of landslides triggered by the 2008 Wenchuan earthquake and statistical analyses of their spatial distribution [J].Journal of Engineering Geology,2013,21(1):25-44.
Bai Zhiyong,Huang Suzhen,Lu Mian.Blasting impact on the stability of slope rock mass [J].Subgrade Engineering,1995(3):19-23.
[7]
[7] Yegian M K,Marciano E A,Ghahraman V G.Earthquake-Induced permanent deformations:probabilistic approach [J].Leadership and Management in Engineering,1991,117(1):35-50.
[8]
[8] Yegian M K,Marciano E A,Ghahraman V G.Seismic risk analysis for earth dams [J].Journal of Geotechnical Engineering,1991,117(1):18-34.
[9]
[9] Ling H I.Recent applications of sliding block theory to geotechnical design [J].Soil Dynamic and Earthquake Engineering,2001,21(3):189-197.
[10]
[10]王思敬.岩石边坡动态稳定性的初步探讨[J].地质科学,1977(4):372-376.
[11]
Wang Sijing.Preliminary notes on the dynamic stability of rock slopes [J].Scientia Gedogiga Sinica,1977(4):372-376.
[12]
Li Hongjun,Chi Shichun,Lin Gao.An improved Newmark sliding block method based on stick-slip coupled dynamic response [J].Chinese Journal of Rock Mechanics and Engineering,2007,26(9):1787-1793.
[13]
Chen Ming,Lu Wenbo,Zhou Chuangbing,et al.Rock slope stability under blasting vibration based on equivalent acceleration [J].Explosion and Shock Waves,2011,31(5):475-480.
Li Hongtao,Lu Wenbo.Study of energy attenuation law of blast-induced seismic wave [J].Chinese Journal of Rock Mechanics and Engineering,2010,29(S1):3364-3369.
Ma Zhijie,Meng Qingsheng,Jia Yonggang.The yellow powder soil to absorb vibration energy characteristics research [J].Periodical of Ocean University of China:Natural Science,2007,37(S1):95-100.
Xiong Chuanxiang,Gong Xiaonan,Wang Chenghua.A deformation energy catastrophic model of high speed landslide before sliding [J].Journal of Zhejiang University:Engineering Science,2000,34(4):443-447.
[20]
[18]李洪涛.基于能量原理的爆破地震效应研究[D].武汉:武汉大学,2007.
[21]
[19]Richart F E,Hall J R.土与基础的震动[M].徐攸,译.北京:中国建筑工业出版社,1976.
[22]
Richart F E,Hall J R.Vibration of Soils and Foundations [M].Xu You,translation.Beijing:China Architecture & Building Press,1976.
Zhang Yongzhe,Zhen Shengli.Study on effect of excavation blasting on dynamic stability of high rock slice at Manwan hydropower station [J].Engineering Blasting,1996,2(1):1-6,11.
[28]
[5] Newmark N M.Effects of earthquakes on dams and embankments [J].Geotechnique,1976,15(2):139-160.
[29]
[6] Karmer S,Smith M.Modified newmak model for seismic displacements of compliant slopes [J].Journal of Geotechnical and Geo-environmental Engineering,1997,123(7):635-644.
Qi Shenglin,Qi Shengwen,Wu Faqu,et al.On permanent displacement of earthquake induced slide based on residual pushing force method [J].Journal of Engineering Geology,2004,12(1):63-68.
Zhou Xiaoping,Qian Qihu,Zhang Yongxing,et al.Time prediction model of landslides based on catastrophe theory [J].Engineering Mechanics,2011,28(2):165-174.