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Progress in Analysis of Slope Stability

ZHENG Yingren et al.[  
In this paper the progress in analysis on slope stability by limit equilibrium and finite element methods was introduced. Based on limit equilibrium, an equation for calculating the safety factors of stability of multi step slope and the angle of sliding surface has been derived, which is important for design of rock slope. A united equation for present various slice methods has been derived. For non strict slice method the safety factor can be obtained by one equilibrium equation given the orientation of force action between the slices. For strict slice method the safety factor can be obtained by two equilibrium equations given the orientation or the point of force action between the slices. The united equation is a simple iterative one and the calculation can be performed simply with high accuracy. Two methods for obtaining safety factors of slope stability by FEA have been presented. One of which is based on the limit equilibrium method with arch search for soil slope and arrangement of joint element on sliding surface for rock slope. The another one is a strength reduction of finite elements for application of large software, which is a new method for safety factor of slope stability. [
【CateGory Index】: TU432
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【References】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Lei,CEN Guoping,GU Qiangkang(Engineering College,Air Force Engineering University,Xi'an 710038,China);Strength reduction method for stability analysis of high fill rock foundation with cave in karst area[J];Sichuan Building Science;2011-04
2 ZHAO Shang yi et al;Numerical Simulation Analysis for the Influence of Construction Process of Deep Cut Slop on Its Stability[J];Underground Space;2003-04
3 FANG Jian-rui,ZHU He-hua,CAI Yong-chang(College of Civil Engineering,Tongji University,Shanghai 200092,P.R.China);Advancement and Methods of the Slope Stability Research[J];Chinese Journal of Underground Space and Engineering;2007-02
4 RUAN Yong-fen1 ,XIONG Guang-chi1,LIU Yong-fang1,XIONG En-lai2(1.Department of Civil Engineering,School of Architecture,Kunming University of Science and Technology, Kunming 650224,P.R.China;2.Kunming Institute of Survey,Design and Research,Chinese Nonferrous Metal industry,Kunming 650051,P.R.China);Application of Simulated Annealing Algorithms Based on Genetic Algorithm to Slope Stability Analysis[J];Chinese Journal of Underground Space and Engineering;2007-03
5 JIANG Xin1,QIU Yan-jun2,LING Jian-ming1(1.Key Laboratory of Road & Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200092,P.R.China;2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,P.R.China);Comparisons of Strength Reduction Method Softwares for Slope Stability Analysis[J];Chinese Journal of Underground Space and Engineering;2008-02
6 WU Yue1,LIU Dong-sheng2,YUAN Xing-ping2(1.Dept.of Architecture & Civil Engineering,Logistical Engineering University of PLA,Chongqing 400041;2.Chongqing Institute of Geology & Mineral Resources Survey,Chongqing 400039,China);Analysis on Slope Seepage Field and Stability in Drawdown of Reservoir Water Level[J];Chinese Journal of Underground Space and Engineering;2008-06
7 QIAO Lan, LIU Baoxu, LI Changhong Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;Stress and deformation analysis of freeway deep cutting slope by finite element method[J];Journal of University of Science and Technology Beijing;2005-02
8 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
9 XU Hui~1,JIANG Jian-qun~2,ZHU Wei-dong~3(1.East China Investigation and Design Institute,Hangzhou 310014,China;2.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China;3.Lanxi Division of Zhejiang Hydrology Bureau,Lanxi 321100,China);Reliability analysis for slope stable capacity based on fuzzy probability[J];Journal of Marine Sciences;2006-S1
10 DUAN Hong-xia1,LI Shou-ju2 (1.College of Architecture & Civil Engineering,Dalian Nationalities University,Dalian Liaoning 116605,China;2.Faculty of Vehicle Engineering and Mechanics.Dalian University of Technology,Dalian Liaoning 116024,China);Stability Analysis of Breakwater[J];Journal of Dalian Nationalities University;2008-03
China Proceedings of conference Full-text Database 8 Hits
1 LI Honglei, CEN Guoping (Air Force Engineering University Engineering College, Xi’an 710038, China);Sensitivity Analysis on the High Slope of Airport in Loess Region[A];[C];2009
2 Zhao Xingdong Tang Chun'an Xing Jun Li Yuanhui(Center for Rock Instability and Seismicity Research,Northeastern University, Shenyang 110004);STUDYING ON THE FAILURE MECHANISM OF ROCK SLOPE[A];[C];2005
3 Li Ning;Zhang Peng Xi'an University of Technology, Xi'an 710048 China State Key Laboratory of frozen soil Engineering, LIGG,CAS, Lanzhou 73000 China;DISCUSSES ON THE FUNDAMENTAL PROBLEMS IN ROCK SLOPE ENGINEERING[A];[C];2002
4 Qiaolan;Liu baoxu;Wang shuanghong;Li changhong Civil and Environmental Engineering School, University of Science and Technology, Beijing 100083,china;STABILITY ANALYSIS OF FREEWAY SLOPE EXCAVATION IN MOUNTAINOUS AREA USING 3D-FEMMETHOD[A];[C];2004
5 Ma Tianhui Tang Chun'an Li Shucai Wang Hanpeng Liang Zhengzhao ( School of Resources & Civil Engineering, Northeastern University, Shenyang 110004;Research Center for Numerical Test on Material Failure, Dalian University, Dalian, 116622;Center for Rock Instability and Seismicity Research, Dalian University of Technology, Dalian, 116024; Geotechnical & Structural Engineering Research Centre, Shandong University, Ji'nan 250061);STUDY ON STABILITY ANALYSIS OF TUNNEL WITH STRENGTH REDUCTION METHOD[A];[C];2006
6 Wan Wen Cao Ping Feng Tao Yuan Haiping (Central South University, Changsha 410083; Hunan University of Science and Technology, Xiangtan 411201);ANALYSIS OF SLOPE STABILITY FOR UNDERGROUND VACANT AREAS BASED ON IMPROVED GENETIC ALGORITHM[A];[C];2006
7 ;Strength Reduction and Centrifugal Loading Based Rfpa Method for Slope Stability Analysis[A];[C];2006
8 Ma Tianhui Tang Chun'an Liang Zhengzhao Zhang Yongbin Li Lianchong (Center for Rock Instability and Seismicity Research,Dalian University of Technology,Dalian 116024,China);The Investigation of Safety Coefficient Classification on Strength Reduction Method[A];[C];2008
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 JIANG Lixin ( Hunan Polytechnic University,Zhuzhou 412008,China);Analysis in the elements influencing safety factor of slope stability[J];Sichuan Building Science;2010-05
2 LIU Wei;Investigation on Reasonable Clear Interval of Small-interval Tunnel for the Freeway[J];Underground Space;2004-03
3 ZHAI Suo-ye 1 , HUO Xian-guo 2 (1. College of Engineering, SUST··, Taian, Shandong 271021, China; 2. Liangzhuang Mine of Shandong Xinwen Mine Group, Xintai 271219, China);Solution of D-P Criterion of Plastic District of Surrounding Rock of Roadway[J];;2005-02
4 FAN Jian-hai~1 ZHANG Tao~(2,3) GUO Gang~1 WANG Yuan-han~2 (1.Hubei Province Shiman Expressway Construction Headquarters,Shiyan 442011,P.R.China; 2.School of Civil Engineering,Huazhong University of Science and Technology,Wuhan 430074,P.R.China; 3.Navy Engineering Design and Research Institute,Beijing 100071,P.R.China);Study on the Landslide Mechanism and Treatments at the Portal of Lishiguan Tunnel[J];Chinese Journal of Underground Space and Engineering;2006-S2
5 XIAO Ming,ZHANG Zhi-guo,CHEN Jun-tao,FAN Guo-bang(State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China);Analysis of Stability for the Surrounding Rock of Underground Excavations Based on Different Yield Criteria[J];Chinese Journal of Underground Space and Engineering;2008-04
6 LI Zhong-you1,DENG Yong2,JI Qiu-lin2,LI Xin-zhen3,HU Bai-wan3(1.Department of Architecture and Civil Engineering,Logistical Engineering University,Chongqing 400041,China;2.Chongqing Second Municipal Engineering Co.,Ltd.Chongqing 400030,China;3.Chongqing Communication Planning and Prospecting Design Institute,Chongqing 400067,China);Numerical Analysis on High Fill Slope of Fenjie East Overpass in Yunyang-Fenjie Expressway[J];Chinese Journal of Underground Space and Engineering;2009-02
7 Sun Yang1,Shen Shuilong1,Guan Zhanwei2(1.Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China;2.CCCC Fourth Harbor Engineering Institute Co.,Ltd.,Guangzhou 510230,China);Three-Dimensional Finite Element Analysis on Reinforcement of Entrance and Exit for Shield by Horizontal Jet Grouting[J];Chinese Journal of Underground Space and Engineering;2011-01
8 YANG Yongxin1,GAO Jianhong1,GAO Jianming2,FENG Yuqin1 (1.Architecture and Civil Engineering School,UIST Baotou,Baotou 014010;2.Inner Mongolia Electric Power and Survey Design Institute,Hohhot 010010,China);Numerical analysis about the ultimate bearing capacity of two-layer foundation[J];Journal of Baotou University of Iron and Steel Technology;2003-02
9 Feng Shilun, Wang Jianhua, Lin Yang and Sun Bin;Finite Element Analysis of Turning Work Behavior of Crawling-in-mud Manipulator[J];Ship Engineering;2003-05
10 XIE Xiao-li 1,MENG Zheng-wei 2,LAI-lian 1 (1.Guangxi University,Nanning,Guangxi 530004,China; 2. Nanning New-tech Industry Development Company, Nanning Guangxi 530003,China);The relationship and function in geotechnical mechanics of similar angle θ and lode angle θ_δ[J];;2004-02
China Proceedings of conference Full-text Database 10 Hits
1 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
2 Xu Jun,Zheng Yingren (Logistical Engineering University,Chongqing 400041 China);SOME PROBLEMS OF NUMERICAL SIMULATION OF ROCK MECHANICS[A];[C];2000
3 Li Qingqi,Gong Guozhi,Li Jie (Wuhan University of Hydralic and Electric Enginneering,Wuhan 430072 China);STABILITY ANALYSIS OF A HIGHWALL WATER INTAKE SLOPE[A];[C];2000
4 ZHen Yingren;ZHao Shangyi;Zhang Luyu;Deng Weidong Logistical Inaineering Uneversity, ChongQing 400041 China;APPLICATION OF STRENGTH REDUCTION FEM IN SOIL AND ROCK SLOPE[A];[C];2002
5 Shi Weimin;Zheng Yingren Military Civis Engineering Dept.Logistical Engineering University, Chongqing 400041 China;EQUIVALENT TRANSFORMATION OF MOHR-COULOMB CRITERION AND THE APPLICATION IN SLOPE STABILITY ANALYSIS[A];[C];2002
6 Zheng Ying-ren;Zhao Shang-yi Logistical Engineering University, ChongQing, 400041,China;SOME PROBLEM ON RETAINING STRUCTURE DESIGN OF LANDSLIDE[A];[C];2004
7 Zhao Shang-yi;Zheng Ying-ren;Zhou Chun-feng Logistical Engineering University, ChongQing, 400041,China ChongQing No.2 Municipal Engineering Co., ChongQing, 400042,China;STUDY ON LATERAL EARTH PRESSURE OF RETAINING WALL BY FEM NUMERICAL SIMULATION[A];[C];2004
8 Shenmingrong~(1,2) denghairong~2 (1.Key Laboratory of Geotechnical Engineering,Tongji University, 2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University, Shanghai CHINA,200092);FINITE ELEMENT ANALYSIS OF UNDERWATER ROCK SLOPE STABILITY UNDER LOW-FREQUENCY LOADING[A];[C];2005
9 YANG Yongtao~1,ZHANG Jianhai~1,WANG Huijuan~1,XU Yuanjin~1,LU Mingan~2, YANG Xibin~3,LIAO Yinghan~4 (1.School of Hydraulic Power,Sichuan University,Chengdu,Sichuan 610065,China;2.Guangxi Hydro-power Investigation and Design Inst.,Nanning,Guangxi 530023,China;3.Baise Wacun Hydro-power Ltd.of Development,Baise,Guangxi 410010, China;4.Baise Hydro-power Design Inst.,Baise,Guangxi 410010,China);THE STUDY OF REINFORCEMENT MEASURES OF 4TH DAM BLOCK OF NABI RCC DAM AT GUANGXI PROVINCE,TIANLIN COUNTY[A];[C];2010
10 WANG Jiaquan~1,ZHOU Jian~(2,3),CONG Lin~4,DENG Yibing~5 (1.Department of Civil Engineering,Guangxi University of Technology,Liuzhou,Guangxi 545006,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;4.Key Laboratory of Road and Traffic Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;5.College of Ocean Environment and Engineering,Shanghai Maritime University,Shanghai 200135,China);ANALYSIS BETWEEN NUMERICAL AND FIELD TESTS OF HIGH FILL REINFORCED WIDENING EMBANKMENT[A];[C];2010
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 SHE Yue-xin 1,LIU Han-long 2,GAO Yu-fen 2 (1.Huaiyin Institute of Technology,Huaian 223001,China; 2.Research Institute of Geoengineering,Hohai University,Nanjing 210098,China);Imitation of excavation and SMW shoring structure based on finite element[J];Building Science Research of Sichuan;2002-02
2 WANG Cheng hua 1,2 ,XIA Xu yong 2 (1.Dept. of Hydraulic Engineering,School of Civil & Hydraulic Engineering,Tsinghua University,Beijing 100084,China; 2.Dept. of Civil Engineering,School of Civil Engineering,Tianjin University,Tianjin 300072,Chi;State-of-the-art:methods for searching critical slip surface in slope stability analysis[J];Building Science Research of Sichuan;2002-03
3 LI Suoping(Design Institute of Panzhihua Iron & Steel Group,Panzhihua617063,China);The theory and application of optimal technology for grouting-bolting in slope[J];Building Science Research of Sichuan;2002-04
4 XIE Tao,JIANG Ze-zhong (College of Civil Engineering,Southwest Jiaotong University,Chengdu610031,China);Multi-model evaluation of slope stability[J];Building Science Research of Sichuan;2004-02
5 FENG Jun~1,LU He-lin~1,LI An-hong~2〖HJ〗(1.Southwest Jiaotong University,Chengdu 610031,China;2.The Railway Second Survey Design Institute,Chengdu 610031,China);Factors analysis on stability of rock bedded slope[J];Building Science Research of Sichuan;2005-04
6 ZHU Rui1,XU Jinyu1,2,BAI Erlei1(1.The Engineering Institute,Air Force Engineering University,Xi'an 710038,China;2.College of Mechanics and Civil Engineering,Northwestern Polytechnical University,Xi'an 710072,China);Application of artificial neural net in slope stability analysis based on grey correlation analysis[J];Sichuan Building Science;2008-01
7 FANG Zhaoxin1,2,LI Huiqiang1,PAN Weiqiang3,WANG Yuying4(1.School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China;2.Hubei Key Laboratory of Control Structure,Huazhong University of Science and Technology,Wuhan 430074,China;3.Qingdao Haichuan Construction Group No.3 Company,Qingdao 266000,China;4.Baoding Dongxing Construction Co.,Ltd.,Baoding 071000,China);New issues in the progressive collapse mitigation of structures[J];Sichuan Building Science;2008-02
8 GUO Youlin,RUAN Yongfen (Department of Civil Engineering,School of Architecture,Science and Technology Institute of Kunming,Kunming 650224,China);Pre-stressed anchor cable anti-slippery pile computation analysis[J];Sichuan Building Science;2008-02
9 GUO Yuancheng1,GUO Chengxiang2,YE Yongfeng3(1.School of Civil Engineering of Zhengzhou University,Zhengzhou 450001,China;2.Puyang College for Vocational Technology,Puyang 457000,China;3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);The study of proper piles spacing in row piles retaining and protecting structure based on horizontal soil arching effects[J];Sichuan Building Science;2008-04
10 KANG Yin,LUO Shuxue,LI Qiang(School of Civil Engineering of Southwest Jiaotong University,Chengdu 610031,China);Reliability analysis and calculation of pre-reinforced-solidity pile[J];Sichuan Building Science;2008-04
China Proceedings of conference Full-text Database 10 Hits
1 HUANG Runqiu Chengdu University of Technology, Chengdu 610059);GEO-STRESS DISTRIBUTION AND UNLOADING FRACTURING MECHANISM OF HIGH ROCK SLOPES IN WESTERN PART OF CHINA[A];[C];2004
2 Zhu Weishen;Li Shucai Shandong University Jinan 250061 China Institute of Rock and Soil Mechanics,Academy of Sciences of China Wuhan 430071 China;PRINCIPLES OF TIME-SPACE EFFECT AND VARYING LOAD ANALYSIS AND ITS APPLICATION THE FURTHER DEVELOPMENT OF CONSTRUCTION PROCESS MECHANICS[A];[C];2002
3 Yang Qiang Department of Hydrarlic Engineering, Tsinghua University Beijing 100084 China;STATE OF THE ART OF ROCK DAMAGE MECHANICS AND SOME KEY ISSUES RELATED TO ITS DEVELOPMENT[A];[C];2002
4 ZHen Yingren;ZHao Shangyi;Zhang Luyu;Deng Weidong Logistical Inaineering Uneversity, ChongQing 400041 China;APPLICATION OF STRENGTH REDUCTION FEM IN SOIL AND ROCK SLOPE[A];[C];2002
5 Zheng Ying-ren;Zhao Shang-yi Logistical Engineering University, ChongQing, 400041,China;SOME PROBLEM ON RETAINING STRUCTURE DESIGN OF LANDSLIDE[A];[C];2004
6 Zhou Depei;Cai Wei Southwest Jiaotong University,Chengdu 610031 China the second engineering bureau of Railway Ministry Ltd.,Chengdu 610032 China;INFLUENCE FACTORS AND COUNTERMEASURE ABOUT THE LOSS OF PRESTRESSING FORCE OF ANCHOR CABLE[A];[C];2004
7 CHENG Qiang;HUANG Shao-bin;ZHOU Yong-jiang Sichuan provincial communication department highway planning survey design research Institute,Cheng du 610041 China;THE ENGINEERING GEOLOGY CHARACTERISTIC AND HIGHWAY DISEASE IN RED BEDS[A];[C];2004
8 Lin Congmou Chen Zeguan Institute of Geotechnical Engineering, Huaqiao University, Quanzhou 362021;STABILITY AND RELIABILITY EVALUATION OF ROCK SLOPE UNDER WATER ACTION[A];[C];2006
9 ;The Method in Safety Stability Factor of Soil Slope With the State of Its Stress[A];[C];2006
10 Ma Tianhui Tang Chun'an Liang Zhengzhao Zhang Yongbin Li Lianchong (Center for Rock Instability and Seismicity Research,Dalian University of Technology,Dalian 116024,China);The Investigation of Safety Coefficient Classification on Strength Reduction Method[A];[C];2008
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 YANG Tao,ZHOU Depei,LUO Yangming(Geotechnical Eng.Dep.of Southwest Jiaotong University,Chengdu 610031,China);Displacement criterion of determination of slope slip surface by FLAC~(3D)[J];Sichuan Building Science;2006-05
2 YANG Ping,CHEN Hong(School of Information and Engineering,Sichuan Agricultural University,Yaan 625014,China);Discussion on reduction factors of strengthen reduction method[J];Sichuan Building Science;2010-04
3 ZHANG Lei,CEN Guoping,GU Qiangkang(Engineering College,Air Force Engineering University,Xi'an 710038,China);Strength reduction method for stability analysis of high fill rock foundation with cave in karst area[J];Sichuan Building Science;2011-04
4 ;Analyzing Slope Stability with Finite Element Method and Limit Equilibrium Method[J];Anhui Architecture;2012-02
5 HAN Guang1,LI Lian-chong2,WANG Da-guo3(1.Resource and Environment Engineering College,Liaoning Technical University,Fuxin 123000,China;2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;3.Research Center for Numerical Test on Material Failure,Dalian University,Dalian 116622,China);RFPA simulation and analysis on rock slope subjected to coupled mechanical and seepage flow[J];Journal of University of Science and Technology Liaoning;2008-02
6 DAI Yong-hao1,CHEN Wei-zhong1,ZHU Wei-shen1,2(1.Key Laboratory of Rock and Soil Mechanics,The Chinese Academy of Science,Wuhan 430071,China;2.Research Center for Geotechnical and Structural Engineering,Shandong University,Jinan 250061,China);Optimization Study of Bolted Parameters in a Highway Rock Slope[J];Chinese Journal of Underground Space and Engineering;2007-04
7 YAO Yan-ya1,2,CHEN Guo-xing1 (1.Institute of Geotechnical Engineering,Nanjing University of Technology,Jiangsu Nanjing 210009,China;2.Wuxi Urban Vocational Technology Institute,Department of Architectural Engineering,Wuxi 214063,China);Three-Dimensional Numerical Analysis of Deep Foundation Pit Considering the Effect of Seepage-stress Fields[J];Chinese Journal of Underground Space and Engineering;2009-03
8 FAN Chun-qing (Guangzhou Urban Planning & Survey Research Institute,Guangzhou 510060);Stability Analysis of an Excavation Slope Based on Strength Reduction FDM[J];Chinese Journal of Underground Space and Engineering;2009-06
9 MEI Sheng-Quan~1,MEI Xiao-Ping~2 (1.Information Engineering Institute,Chengdu University of Technology,Chengdu 610059,P.R.China; 2.Chongqing First Municipal Engineering Co.,Ltd.,Chongqing 400015,P.R.China);Application of Immune Particle Swarm Optimization to Slope Stability Analysis[J];Chinese Journal of Underground Space and Engineering;2009-06
10 Hou Shiwei,Du Xiuli,Li Liyun(Key Laboratory of Urban Security and Disaster Engineering,Beijing University of Technology,Beijing100124,China);The Sliding-plane in Analysis of the Soil Slope Stability[J];Chinese Journal of Underground Space and Engineering;2010-03
China Proceedings of conference Full-text Database 10 Hits
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 ZHANG Zhong-jian~1,YANGZhi-fa~1,LI Li-hui~1,ZHANG Lu-qing~1,YANG Tian-yao~2 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China; 2.Shepan Island Hotspring Resort Co.,Ltd.,Sanmen,Zhejiang 317100,China);Back analysis of long-term shear strength of structural plane group in Qingfeng Ancient Quarry of Shepan Island[A];[C];2012
3 Wang Junfa~1,Ma Xu~2,Zhou Haibo~1 (1.College of Mechanical Engineering,Jiamusi University,Jiamusi 154007,China;2.Key Laboratory of Key Technology on Agricultural Machine and Equipment,Ministry of Education,South China Agricultural University,Guangzhou 510642,China);Design of the seepage-proofing canal with soil protective layer geomembrane based on the multi-objective fuzzy optimization[A];[C];2011
4 NIAN Ting-kai~1,LUAN Mao-tian~1,YANG Qing~1,JIANG Jing-cai~2 (1.School of Civil and Hydraulic Engineering and State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology,Dalian 116024,China;2.Department of Civil and Environmental Engineering,The University of Tokushima,Japan);Stability analysis of slope reinforced with piles by using strength reduction FEM[A];[C];2007
5 HOU Xiaoliang1,2, TAN Xiaohui1 (1.School of Resources and Environmental Engineering, Hefei University of Technology, Hefei 230009, China; 2.School of earth sciences and engineering, Nanjing University, Nanjing 210093, China);Application of Grey Related Theory in the Analysis of Slope Stability[A];[C];2009
6 TAN Wanpeng 1,2,ZHENG Yingren1,2,CHEN Weibing3(1.Logistical Engineering University,Chongqing 400041,China;2.ChongQing Geological Hazard Control Engineering Technology Research Center,Chongqing 400041,China;3.Shandong Electric Power Engineering Consulting Institute,Jinan 250013,Shandong China);Research On Early Warning-Prediction Of Landslides Through Macro-Observation Displacement Monitoring And Numerical Analysis[A];[C];2009
7 JING Feng1,LENG Xianlun2,ZHU Zeqi2(1.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan 430010,Hubei China;2.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,Hubei China);Analysis of Deformation Failure Mechanism and Control Measurement of Layered Dip Rocky Slope[A];[C];2009
8 LI Wei-chao~1,DAIFu -chu~1,LIHong -jie~1,LIUHan -dong~2 (1.Institute of Geology and Geophysics,CAS,Beijing 100029,China; 2.North China University of Water Conservancyand Electric Power,Zhengzhou 450011,China);Three-dimensionalanalysisonreinforcementeffectof excavatedrockyslopebasedonstrengthreductiontechnique[A];[C];2009
9 WANG Jiayun~①HE Hongqian~②(①Xi'an Institute of Geology and Mineral Resources,Xi'an 710054)(②Chang'an University,Xi'an 710054);THE FUZZY COMPREHENSIVE EVALUATION FOR THE STABILITY OF LANDSLIDE WITH ENTROPY-WEIGHT METHOD[A];[C];2007
10 HUANG Min LIU Xiaoli LI Bai (①Key Laboratory of Marine Environmental Science and Ecology,Ministry of Education,Ocean University of China,Qingdao 266100) (②College of Environmental Science and Engineering,Ocean University of China,Qingdao 266100);RELATIONSHIP BETWEEN RECOVERED SHEAR STRENGTH AND RESIDUAL SHEAR STRENGTH OF SLIP SOILS[A];[C];2011
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Zheng Ying-ren Chen Chang-an (The Air Force College of Engineering, Xian);Yield Criterion and Constitutive Relation for Perfect Plastic Rock-soil[J];Chinese Jounal of Geotechnical Engineering;1984-05
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