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| 1 |
XUE Lei~1,SUN Qiang~(1,2),QIN Si-qing~1,LIU Han-dong~3,HUANG Xin~1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,The Chinese Academy of Sciences,Beijing 100029,China;2.School of Resources and Earth Science,China University of Mining and Technology,Xuzhou,221116,China;3.North China University of Water Resources and Electric Power,Zhengzhou 450011,China);Scope of strength reduction for inhomogeneous slopes[A];[C];2012 |
| 2 |
CHEN Wei-bing~1,ZHENG Ying-ren~2,LEI Wen-jie~3 (1.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071, China;2.Department of Civil Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 3.School of Safety Science & Engineering,Henan Polytechnic University,Jiaozuo 454003,China);Three dimensional FEM simulation of slope reinforcement by deeply-buried pile[A];[C];2007 |
| 3 |
XU Ming-yi,ZHEN Hui-feng,WU Yu-sheng,CHEN Shen-hong (State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China);Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station[A];[C];2007 |
| 4 |
(ZHENG Yingren1,2, YE Hailin1,3, HUANG Runqiu3, TANG Xiaosong1 1.Department of Civil Engineering, Logistical Engineering University, Chongqing 400041, China; 2.Chongqing Engineering and Technology Research Center of Geological Hazards Control, Chongqing 400041, China; 3. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, Sichuan, China);Study on the Stability Analysis of Earthquake Slope[A];[C];2009 |
| 5 |
DONG Jie~1 YE Ming-liang~1 GUO Ming~2 (1.College of Resources and Environment,GU,Guiyang 550003,China;2.Guizhou Jiao Tong Science Institute,Guiyang 550003,China);THE ANALYSIS AND STUDY ON SLIDING MECHANICS OF PINGXI BRIDGE LANDSLIDE[A];[C];2005 |
| 6 |
LI Yuan-yao YIN Kun-long DAI Yun-xia (Engineering Faculty, China University of Geosciences, Wuhan 430074, China);Stability analysis of rock slope by strength reduction method based on generalized Hoek-Brown failure criterion[A];[C];2008 |
| 7 |
YAN Tian-you~(1,2) LI Tong-chun~(1,2) ZHAO Lan-hao~(1,2) DAI Miao-lin~(1,2) ZHOU Gui-yun~(1,2) (1. State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China; 2. College of Water Conservancy and Hydropower Engineering, Hohai university, Nanjing, 210098,China);A mixed nonlinear finite element method for slope stability analysis[A];[C];2008 |
| 8 |
LU Bo DING Xiu-li DONG Zhi-hong (Key Lab.of Geotechnical and Eng.of Ministry of Water Resource,Yangtze River Scientific Inst.,Wuhan 430019,China);Analysis of the Influence of Reservoir Impoundment on Slope Stability Using Strength Reduction Method Based on ABAQUS[A];[C];2007 |
| 9 |
YAO Yan-ya~(1,2) CHEN Guo-xing~1 1.Institute of Geotechnical Engineering,Nanjing Univ of Technology,Nanjing Jiangsu 210009,China; 2.Wuxi Urban Vocational Technology Institute,Dept of Architectural Engineering,Jiangsu Wuxi 214063,China;Field Variable Controlling Soil Shear Strength Reduction Method for Slope Stability Analysis[A];[C];2008 |
| 10 |
JIANG Peng-ming PAN Jiu-gen Dept of Civil Engineering,Jiangsu Univ of Science and Technology,Zhenjiang,Jiangsu 212003,China; NI Jun YUAN Hua-rong Zhenjiang Institute of Geology for Mineral Resources,Zhenjiang,Jiangsu 212003,China;Slope Stability Analysis of Xi jin Gu du Landslide[A];[C];2008 |
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