Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Jounal of Geotechnical Engineering》 2001-05
Add to Favorite Get Latest Update

A three-dimensional limit equilibrium method for slope stability analysis

CHEN Zu yu 1, MI Hong liang 2, WANG Xiao gang 1 (1.China Institute of Water Resources and Hydropower Research, Beijing 100044,China; 2.Department of Hydraulic Engineering, Tsinghua University, Beijing 100084,China)  
This paper describes an approach to three dimensional slope stability analysis.It is an extension of the 2 D Spencer's.The new method allows the static equilibrium in all the three directions of the failure mass,with an additional condition satisfying the requirement for moment equilibrium.The number of assumptions made for the inter column forces has been reduced,compared to the other 3 D methods commonly used.This paper describes the results of some illustrative examples and applications in a number of engineering projects.
【Fund】: 国家自然科学基金资助项目 ( 5 949360 0 )
【CateGory Index】: TU432
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 10 Hits
1 YAO Ai-jun, XUE Ting-he, HU Yu (The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China; Zhejiang Vocational and Technical Institute of Transportation, Hangzhou 311112, China);The Analysis and System Design for Slope Stability of Road in the Complex Condition[J];Journal of Beijing Polytechnic University;2005-05
2 TAN Liang1),SUN Shiguo1),RAN Qifa2),LIU Yufu3)1)Department of Architectural Engineering,North China University of Technology,Beijing 100041,China2)Mining Bureau of Xiaolongtan,Kaiyuan 661601,China3)Beijing Fangzhenglian Engineering Consulting Co.,Ltd,Beijing 100081,China;Three-dimensional slope stability analysis based on three-dimensional residual thrust method and principle of optimality[J];Journal of University of Science and Technology Beijing;2007-12
3 JU Neng-pan, HUANG Run-qiu, TU Guo-xiang, YAN Ming (National Lab. of Geohazards Prevention and Geo-Environment Protection, Chengdu University of Technology, China);Three-dimension stability analysis on high field-slopes at an airport in western China[J];Journal of Chengdu University of Technology(Science & Technology Edition);2004-03
4 ZHOU Huo-ming1,WU Wang-ping2,HUANG Zheng-jia1,ZHANG Lian1,AI Kai1,XU Zong-su2,LONG Ran2 (1.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan 430010,China;2.The Second Highway Survey and Design Institute,Wuhan 430052,China);Bridge Foundation Slope Stability and Reinforcement Measure of Some Bridge in Southwest[J];Journal of Yangtze River Scientific Research Institute;2009-01
5 LI Mei,ZHOU Rui-zhong(College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350002,China);Slope stability analysis using direct search method based on 3D FEM[J];Journal of Fuzhou University(Natural Science Edition);2009-04
6 ZHANG ChangliangLI TongluLI PingZHAO Cheng(Department of Geological Engineering,Chang'an University,Xi'an 710054);GENERALIZED EQUATION OF THREE DIMENSIONAL LIMIT EQILIBRIUM METHODS FOR SLOPE STABILITY ANALYSIS[J];Journal of Engineering Geology;2008-01
7 XIAO Zhiyu1,CHEN Changfu1,JI Yongxin2 (1.Institute of Geotechnical Engineering,Hunan University,Changsha Hunan 410082,China;2.Guizhou Provincial Building Science Testing Center,Guiyang Guizhou 550001,China);A Quasi-3D Back Analysis Method of Shear Strength Index of Landslide Based on Slider Area Weighted Average Method[J];Journal of Highway and Transportation Research and Development;2011-03
8 CHEN Zhu-yu ( Water Conservancy & Hydropower Academy of China, Beijing, 100044, China);Stability Analysis on Side of Accumulation Body & Research of Engineering Measures in Hydropower Engineering[J];Guizhou Water Power;2003-04
9 Li Liang(Insitute of Geotechnical Engineering,China Institute of Water Resources and Hydropower Research Beijing 100044);COMPARISON OF DIFFERENT PROCEDURES FOR SIMULATING SLIDING BODIES IN SLOPE STABILITY ANALYSIS BASED ON THREE-DIMENSIONAL LIMIT EQUILIBRIUM METHOD[J];Industrial Construction;2008-07
10 ZHANG Xiao-ou (Guizhou Provincial Highway Administration Bureau,Guiyang 550003,China);The Comparative Research on the Calculation Methods Of Slope Sliding Power[J];Journal of Guizhou University of Technology(Natural Science Edition);2008-01
China Proceedings of conference Full-text Database 3 Hits
1 ZHOU Long-long,SHE Cheng-xue (State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan university,Wuhan 430072,China);Three-dimensional foundation stability analysis of 5th dam block of intake of Gongboxia hydroelectric station[A];[C];2007
2 Yang Qiang;Prospects and Achievements of Numerical Modeling of Rock Mass and Engineering[A];[C];2010
3 Sheng Qian;Current Research and Prospect of Surface Rock Engineering[A];[C];2010
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 CHEN Li-hua1,2,JIN Xiao-guang1,LIU Xin-rong1,WANG Jian-hua2(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China; 2.Chongqing Communications Research and Design Institute,Chongqing 400067,China);Stability Analysis of Landslides with Multi Slip Surface[J];Chinese Journal of Underground Space and Engineering;2008-06
2 LIAN Zhenying1,LI Shichun2(1.Institute of Foundation Engineering,China Academy of Building Research,Beijing 100013,China;2.Liaoning Urban and Rural Construction Planning and Design Institute,Dalian Branch,Dalian 116011,China);Stability Analysis of Soil Excavation by 3D FEM[J];Journal of Beijing Jiaotong University;2010-01
3 ZHANG Yong-guang,YIN Kun,WANG Ru-sheng,CAO Li-na,PENG Jian-ming College of Construction Engineering/Laboratory of Technology for Drilling under Complex Condition of Ministry of Land and Resources/ Key Laboratory of Geodetection Technology & Instrumentation of Ministry of Land and Resources,Jilin University,Changchun 130026,China;Cutting-Ground-Breaking Mechanism of Compressed-Air-Jet[J];Journal of Jilin University(Earth Science Edition);2011-02
4 JU Neng-pan, HUANG Run-qiu, TU Guo-xiang, YAN Ming (National Lab. of Geohazards Prevention and Geo-Environment Protection, Chengdu University of Technology, China);Three-dimension stability analysis on high field-slopes at an airport in western China[J];Journal of Chengdu University of Technology(Science & Technology Edition);2004-03
5 ZHAO Jun-lan,ZHAO Hong-yan(College of Architecture North China University of Technology,Beijing 100144,China);The application research of GIS in mine slope exploitation[J];Science of Surveying and Mapping;2009-S1
6 ZHANG Yi-hu1,PENG Yuan-cheng2,ZHANG Bo2,ZHOU Huo-ming1,WU Ai-qing1(1.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Yangtze Scientific Research Institute,Wuhan 430010,China;2.CCCC Second Highway Consultants Co.Ltd.,Wuhan 430057,China);Stability Analysis and Estimation of West Bank Slope for Some Bridge[J];Journal of Yangtze River Scientific Research Institute;2008-05
7 CHEN Xin1,FU Jian-jun2,ZHAO Hai-bing2,HUANG Tai-ping2,SHI Kai3(1.Wuhan Institute of Shipbuilding Technology,Wuhan Hubei430050,China;2.Mid-South Design and Research Institute,China Hydropower Engineering Consulting Group Co.,Changsha,Hunan410014,China; 3.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan430071,China);Analysis of Slope Reliability by Finite-Difference Strength-Reduction Method Considering the Thought of Monte Carlo Method[J];Journal of Yangtze River Scientific Research Institute;2011-04
8 ZHANG Li1,LIU Jian-hua2,XIA Dong-zhou3(1.Hunan Huagang Communications Plannig & Disign Research Institute,Changsha 410076,China;2.Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road & Traffic Safety,Ministry of Education,Changsha University of Science & Technology,Changsha 410004,China;3.School of Civil Engineering and Architecture,Changsha University of Science & Technology,Changsha 410004,China);Reliability analysis of soft rock slope and reinforcement under rainfall infiltration[J];Journal of Transport Science and Engineering;2011-01
9 DING Shi-jun,LU Xian-long(China Electric Power Research Institute,Beijing 100192,China);Loading Test of Rock Anchor Foundation for Transmission Lines[J];Electric Power Construction;2010-11
10 XUE Kai-xi1,LIU Dong-yan1,ZHAO Bao-yun1,Hu Yan-xiang2(1.College of Civil Engineering;Chongqing University;2.Chongqing Real Estate College;Chongqing 400045;China);Study and Application of Fuzzy Pattern Recognition Method for Analysis of Rocky Slope Stability[J];Earth and Environment;2011-01
China Proceedings of conference Full-text Database 10 Hits
1 ZHOU Long-long,SHE Cheng-xue (State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan university,Wuhan 430072,China);Three-dimensional foundation stability analysis of 5th dam block of intake of Gongboxia hydroelectric station[A];[C];2007
2 LIU Hong-yan,QIN Si-qing,LI Hou-en,MA Ping,SUN Qiang,YANG Ji-hong (Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,CAS,Beijing 100029,China);Simulation of rock slope seepage failure by numerical manifold method[A];[C];2008
3 ~*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
4 Song Gui-long1,Pei Da-wei2,Meng Qiang2,Qiao Li-xin1,Han Lie-bao1 (1 Institute of Turfgrass Science of Beijing Forestry University,Beijing,100083,China;2 Beijing Guodaotong Highway Design Institute,Beijing 100000,China;3Research Institute of Highway, Ministry of Communications,Beijing 100088,China);Analysis and Discussion of Classification System in Rock Slope and Relativity with Slope stability[A];[C];2009
5 Yuanyou Xia,Lingwei Liu School of Civil Engineering and Architecture,Wuhan University of Technology Wuhan,Hubei 430070,P.R.China;RESEARCH ON DATA EXTRACTION OF LANDSLIDE STABILITY EVALUATION SYSTEM UNDER DISTRIBUTED MULTI-TIER DATA ENVIRONMENT[A];[C];2009
6 QIN Wei-xing, CHEN Sheng-hong, LIU Jin-long (State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China);DISCONTINUOUS BIFURCATION CONDITION AND ITS APPLICATION TO SLOPE STABILITY ANALYSIS[A];[C];2005
7 Jiang Yunhui Dong Zerong Zhao Hua ( China Institute of Water Resources and Hydropower Research, Beijing, 100044, China;China Hydropower Kunming Investigation, Design and Research Institute, Kunming, 650033, China);SAFETY MONITORING ANALYSIS ON XIAOWAN HYDROPOWER STATION DEPOSIT BODIES[A];[C];2006
8 Li Ning He min Zhang peng Yu chong (Institute of geotechnical engineering, Xi'an University of Technology, Xi'an 710048 China; State Key Lab. of Frozen Soil Eng., Cold and Arid Region Environmental and Engineering Research Institute, CAS, LAN Zhou 730000, China);3-D FINITE ELEMENT ANALYSIS OF THE STABILITY OF THE SLOPE ON THE LEFT STREAM IN JINGPING HYDROPOWER PROJECT[A];[C];2006
9 FU Wen-xi~1 WEI Yu-feng~2 WANG Li-feng~1 NIE De-xin~2 (1.School of Water Resource and Hydropower,Sichuan Univ.,Chengdu 610065,China;2.Inst.of Eng.Geology,Chengdu Univ.of Technol.,Chengdu 610059,China;);Study on the Three-dimension Stability of High Steep Deep-seated Fractured Slope[A];[C];2007
10 DENG Hong-liang~1,SUN Li-xia~2,HE Zhong-zhi~3,LIAO Dan~1,WANG Zheng-nian~1 (1.Beijing University of Technology,the Civil Engineering College,Beijing 100022,China; 2.Luoyang Highway Administer Bureau,Luoyang 471000,China; 3.Beijing Yanbo Engineering Manage Ltd,Beijing 100032,China);The Stability Analysis of Rock Slope under Complex Geological Conditions[A];[C];2007
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved