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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 |
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 |
| 3 |
PAN Jian,ZHU Jiao-li,CHEN Hong-bing (College of Architecture and Civil Engineering,South China University of Technology,Guangzhou 510640,China);A repairing method for a clay landslide in Shaoguan of Guangdong Province[A];[C];2007 |
| 4 |
YANG Guang-hua~[1,2],ZHANG Yu-cheng~[1,2,3],ZHANG You-xiang~[2] (1.Guangdong Research Institute of Resource and Hydropower,Guangzhou 510610; 2.School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072 3.The Third Chinese Bureau of Construction Wuhan 430070;);varible modulus elatic-plastic strength reduction method and the application in the slope stability analysis[A];[C];2008 |
| 5 |
ZHENGYingren1 , ZHAO Shangyi1, LEI Wenjie2, LIANG Bin1, SONG Yakun1 ( 1. Department of Civil Engineering, Logistical Engineering University, Chongqing 400041, China 2. School of Safety Science and Engineering, Henan Polytechnic University, Jiaozuo, Henan 454003, China );New Method of Designing Anti-slide pile——The Strength Reduction of FEM[A];[C];2008 |
| 6 |
LIU Yaoru,HUANG Yuequn,YANG Qiang,WANG Jun(State Key Laboratory of Hydroscience and Hydraulic Engineering,Tsinghua University,Beijing 10084,China);Deformation and Stability Analysis for Rock and Soil Slope[A];[C];2009 |
| 7 |
(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 |
| 8 |
Ren Qingwen~1, Xu Chuanhua~2 (1 College of Civil Engineering, Hohai University, Nanjing 210098 China 2 Maanshan Iinstitute of Mining Research, Maanshan 243004 China);Numerical Simulation Analysis Of Stability Of Rock Mass Based On Displacement Catastrophe[A];[C];2004 |
| 9 |
~*YANG Qiang,LIU Yao-ru,CHANG Qiang,LENG Kuang-dai,ZHOU Wei-yuan,YANG Ruo-qiong (State Key Laboratory of Hydroscience and Hydraulic Engineering,Tsinghua University,Beijing 100084,China);DEFORMATION STABILITY AND CONTROL THEORY OF STRUCTURE AND APPLICATION IN ROCK AND SOIL ENGINEERING[A];[C];2010 |
| 10 |
TANG Lie-xian~1 TANG Chun-an~(1,2) LI Lian-chong~1 XING Ju LIANG Zheng-zhao 1.School of Resource and Civil Engineering,Northeastern University,Shenyang 110004,China; 2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;Numerical test research of failure process on rock slope with jointed rock mass[A];[C];2007 |
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