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《Technocogy of Highway and Transport》 2002-01
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How to Get the Safety Coefficient of Slope Stability by Finite Element Method

Zheng Yingren,Zhao Shangyi  
Analysis of slope stability by finite element method remains at level of calcalation of stress, displacement and plastic zone, safety factor of slope stability can be not judged accarately by this method at present. A calculation method for safety factor of slope stability is derived on basis of finite element method.
【CateGory Index】: U416.1
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【References】
Chinese Journal Full-text Database 10 Hits
1 LI Jun-ye,ZENG Rong(Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China);ANALYSIS THE EFFECT OF RAINFALL ON ENGINEERING SOIL DEPOSITS STABILITY[J];Journal of Geological Hazards and Environment Preservation;2010-03
2 HUANG Xiangui~(①②) CHEN Zhihua~②WANG Bin~②(①Dong Feng Design Institute Co.,LTD,Wuhan430056)(②China University of Geosciences,Wuhan430074);APPLICATION OF STRENGTH REDUCTION FINITE ELEMENT METHOD TO SLOPE STABILITY ASSESSMENT AT BEIMENGOU SITE[J];Journal of Engineering Geology;2006-05
3 SHEN Jin-rui1,2,LIN Hang3,4(1.School of resources & environment science,east China normal university,ShangHai 200062,China ;2.Department of environment & life sciences,PuTian university,Putian 351100,China;3.School of resources & safety engineering,central south university,Changsha 410083,China;4.Department of civil engineering,Putian University,Putian 351100,China);The Reinforcement Effect of Bolt in Jointed Rock Slope[J];Construction & Design for Project;2006-12
4 Wang Jun~(1,2),Cao Ping~2(1.Hunan Urban Construction College,Xiangtan 411101,China;2.Geotechnical Institute of Central South University,Changsha 410083,China);Stability analysis of soil slope based on SEF characteristics[J];Geotechnical Investigation & Surveying;2009-03
5 LI Ping1,FU Qiang2,CHEN Xiao-nian3(1.College of Civil Engineering,Lanzhou University of Science and Technology,Lanzhou 730050,China;2.Gansu Academy of Architectural Design,Lanzhou 730030,China;3.Department of Architectural Engineering,Institute of Vocational Technology,Suzhou Industrial park,Suzhou 215021,China);The Slope Analysis Based on Strength Reduction Finite Element Method[J];Journal of Gansu Sciences;2007-04
6 YANG Chang-yu(China Railway Eryuan Engineering Group Co.,Ltd,Chengdu 610031,China);Analysis of Tunnel Instability Mechanism and Effect of Advance Support in Weak Belt[J];High Speed Railway Technology;2011-02
7 Wang Long Cui Yang Chen Feng(MCC Capital Engineering &Research Incorporation Limited,Beijing 100076,China);RELIABILITY ANALYSIS OF DEEP SLIDING PLANE IN ROCK FOUNDATION UNDER DAM[J];Industrial Construction;2010-S1
8 Dong Bichang Qiu Hongsheng (School of Transportation,Wuhan University of Technology,Wuhan 430063);Simulation Study on Stability of Slope with Double Row Piles[J];Journal of Wuhan University of Technology(Transportation Science & Engineering);2007-03
9 QIAN Shan-guang(Faculty of Architecture and Arts,Kunming Metallurgy College,Kunming 650033,P.R.China);Application of Strength Reduction FEM in Anchor Reinforced Slope Stability Analysis[J];Science Technology and Engineering;2009-08
10 WANG Yu1,SU Shengrui2,YU Hongming1(1.School of Engineering,China University of Geosciences,Wuhan 430074,China;2.School of Geological Engineering and Surveying,Chang'an University,Xi′an 710054,China);Yu Wang Bian slope stability analysis based on coupled analysis method[J];Coal Geology & Exploration;2010-05
China Proceedings of conference Full-text Database 1 Hits
1 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
【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 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
3 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
4 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
5 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
6 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
7 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
8 LIU Lin-chao1,LIANG Bo1,DIAO Ji2(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;2.Chongqing Yutong Highway Engineering Corporation,Chongqing 400060,China);Using FEM Strength Reduction Method Based on ANSYS to Solve Slope Safety Coefficients[J];Journal of Chongqing Jiaotong University(Natural Science);2009-05
9 SHI Gui-cai1,2 GE Xiu-run2,3(1.School of Civil Engineering & Architecture,Changzhou Institute of Technology,Changzhou 213002;2.Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240;3.Key Laboratory of Rock and Soil Mechanics,Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan 430071);Comparative Study of Usual Yield Conditions in Geotechnical Engineering[J];Journal of Changzhou Institute of Technology;2007-03
10 Li Yin1),Su Kai2) and Li Jie3,4)1)Earthquake Administration of Hubei Province,Wuhan4300712)State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan4300713)Seismological Bureau of Xinjiang Uygur Autonomous Region,Urumqi8300114)Institute of Geophysics & Geomatics,China University of Geosciences,Wuhan430074;APPLICATION OF MOHR-COULOMB EQUIVALENT AREA YIELD CRITERION TO SLOPE STABILITY ANALYSIS[J];Journal of Geodesy and Geodynamics;2009-01
China Proceedings of conference Full-text Database 6 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 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
3 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
4 Zheng Ying-ren;Zhao Shang-yi Logistical Engineering University, ChongQing, 400041,China;SOME PROBLEM ON RETAINING STRUCTURE DESIGN OF LANDSLIDE[A];[C];2004
5 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
6 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
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 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
2 TAN Xiao-hui (Department of Resources and Environment Sciences, Hefei University of Technology, Hefei 230009, China);RELIABILITY CALCULATION AND SENSITIVITY ANALYSIS OF A PLANE SLIDING SHOPE[J];Geology of Anhui;2001-01
3 ZHOU Zi-bin,ZHANG Qing,WU Feng(School of Engineering of Hehai University,Nanjing,210098,China);MIXED ANALYSIS ON SLOP STABILITY BY FINITE ELEMENTS AND GENERAL LIMIT EQUILIBRIUM METHOD[J];Journal of Anhui Institute of Architecture;2003-03
4 CHEN Xiao-lan et al(Environment and Resource college,Southwest University of Science and Technology,Mianyang,Sichuan 621000);Review on the Formation Mechanism of Landslide Induced by Earthquake[J];Journal of Anhui Agricultural Sciences;2009-18
5 Cheng Jioumiao;Shen Bingzhang(department of geography);Remote Sensing Study on the Collapsed Bank of Changjing River in Anhui Province[J];Journal of Anhui Normal University(Natural Science);1995-02
6 Yang Linde; Jing Hua; Ling Dehong;A General Method for Back Analysis of 2-D Viscoelastic Plane Strain Problems[J];;1993-04
7 Zheng Dongming;FEA of Effect of Soft Cushion for Composite Ground Reinforced by CFG Piles[J];UNDERGROUND SPACE;1999-02
8 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
9 MIAO Ronghui et al.;Three Dimensional Elasto-plasticity FEA for the Slope at Entrance of a Tunnel[J];Underground Space;2001-S1
10 ZHANG Luyu et al.;Stability Analysis by FEM of the High Slope in D Region near No. 4 Road, Toudao RiverZone in Fenjie County[J];Underground Space;2001-S1
China Proceedings of conference Full-text Database 2 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 Cheng Qiang;Zhou De-pei;Kou Xiao-bing Sichuan provincial communication department highway planning survey design research Institute, Chengdu 610041 China Department of civil, Southwest Jiaotong University, Chengdu 610031 China;THE MAIN GEOTECHNICAL ENGINEERING PROBLEMS OF HIGHWAY CONSTRUCTION IN RED BEDS[A];[C];2004
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 Wei Rui1,Wang Huanlong2,Zhou Depei2,Xiao Shiguo2(1.Guangyuan-Bazhong Expressway Project Construction Headquarters,Guangyuan,Sichuan 628000,China;2.Department of Geotechnical Engineering,Southwest Jiaotong University,Chengdu 610031,China);Classification of Slope Structure in Red Bed Accumulation Body Area[J];Chinese Journal of Underground Space and Engineering;2010-06
2 XU Ming-biao PENG De-hong(1.School of Civil Resources and Environmental,Wuhan University of Technology,Wuhan 430070,Hubei,China 2.Department of Civil Engineering,Yiwu Industrial and Commercial College,Yiwu 322000,Zhejiang,China);Parameter optimization of the slope pre-splitting blasting[J];Explosion and Shock Waves;2008-04
3 XU Jian-cong~1,SHANG Yue-quan~21.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China;Stability analysis of an ancient debris landslide by elastic-plastic contact FEM[J];Journal of Chengdu University of Technology(Science & Technology Edition);2008-01
4 FU Jian-jun1,QIU Shan-ming1,ZHAO Hai-bing1,SHI Kai2,QIU Bing3(1.Mid-South Design and Research Institute,China Hydropower Engineering Consulting Group Co.,Changsha410014,China;2.Institute of Rock and Soil Mechanics,The Chinese Academy of Science,Wuhan 430071,China;3.China Railway First Survey and Design Institute Group Co.ltd,Xi'an 710043,China);Study on Impact Factors of Slope Stability Based on Grey Correlation Analysis[J];Journal of Yangtze River Scientific Research Institute;2011-01
5 LIU Haibo1,QI Hongwei1,LIN Dachao1,FAN Liping2 (1.Department of Civil Engineering,North China Institute of Science and Technology,Yanjiao 101601,China;2.School of Civil and Environmental Engineering,Beijing University of Science and Technology,Beijing 100083,China);Discussion on applicability of two kinds of strength reduction methods for determining the slope stability factor[J];Journal of Earthquake Engineering and Engineering Vibration;2010-05
6 ZHOU Chuangbing,LI Dianqing(State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China);Advances in Rainfall-Induced Landslides Mechanism and Risk Mitigation[J];Advances in Earth Science;2009-05
7 XU Jian-cong~1,SHANG Yue-quan~2,TIAN Xiao-juan~3(1.College of Civil Engineering,Tongji University,Shanghai 200092,China;2.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China;3.Institute of Geomechanics,Chinese Academy of Geological Sciences,Beijing 100081);LANDSLIDE STABILITY ANALYSIS BY THE 3D ELASTICPLASTIC CONTACT FINITE ELEMENT ALGORITHM[J];Journal of Geomechanics;2006-02
8 SONG Zhen1,WANG Bao-jun1,SHI Bin1,ZHANG Dan1,SUI Hai-bo1,2,LI Hai-tao1(1.Earth Science Department of Nanjing University,Nanjing 210093,China;2.Shanghai Geotechnical Investigations & Design Institute Co.,Ltd.,Shanghai 200002,China);Comparative Analysis of Fiber Monitoring and Numerical Simulation on the K3 Slope of Guangdong-Jiangxi Expressway[J];Journal of Disaster Prevention and Mitigation Engineering;2009-04
9 XU Ping,WANG A-dan,LI Tong-lu,LI Ping,ZHANG Chang-liang(Department of Geological Engineering,Chang′an University,Xi′an 710054,China);Stability Analysis of Potential Landslide at Sewage Outlet of Xianyang International Airport in Xi′an[J];Journal of Disaster Prevention and Mitigation Engineering;2011-02
10 WANG Pei-yong1,LIU Yuan-xue1,RAN Shi-ping2,ZHANG Zheng-bo2(1.Department of Architecture and Civil Engineering,Logistical Engineering University, Chongqing 401331,P.R.China;2.Communication Department of Tibet Municipality,Lasa, Tibet 850000,P.R.China);Analysis on key problems of initiative decompression pre-reinforced structure[J];Journal of Chongqing University;2011-03
China Proceedings of conference Full-text Database 10 Hits
1 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
2 HU Hao-jun~(1-3),WANG Yuan-han~(1,2) (1.School of Civil Engineering and Mechanics,Huazhong University of Science & Technology,Wuhan 430074,China; 2.Hubei Key Laboratory of Control Structure,Huazhong University of Science & Technology,Wuhan 430074,China; 3.Survey and Design Institute,Beijing Military Region Air Force,Beijing 100022,China);Simulation and analysis of foundation excavation and support[A];[C];2007
3 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
4 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
5 SHI Zhenming~(①②)WU Tingzhen~①LI Jianke~①(①Department of Geotechnical Engineering,Tongji University,Shanghai 200092) (②Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092) (③China Jingye Engineering Corporation Limited,Beijing 100088);REASARCH ON THE APPLICATION ON THE APPLICATION OF BAMBOO REINFORCEMENT BARS IN SOFT SOIL[A];[C];2011
6 ~*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
7 Wei Jinbing;Liu Xiaoli;Deng Jianhui;Min Hong Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences,Wuhan 430071 China;OPTIMIZING ANALYSIS OF REINFORCING SCHEMES OF THE NO.1 LANDSLIDE,HONGJIADU HYDROELECTRIC PROJECT[A];[C];2004
8 WANG Huanlong~1,SUN Yi~2,ZHOU Depei~1,XIAO Shiguo~1 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China; 2.Guangyuan-Bazhong Expressway Project Construction Headquarters,Sichuan Provincial Communications Department, Guangyuan,Sichuan 628000,China);SLOPE STRUCTURE AND EXCAVATION DEFORMATION REGULARITY OF HIGH SLOPE COMPOSED WITH RED BED ACCUMULATION BODY[A];[C];2010
9 TAN Wanpeng,ZHENG Yingren (Department of Architecture and Civil Engineering,Logistical Engineering University,Chongqing 401311,China);STUDY OF DISPLACEMENT BACK ANALYSIS OF ELASTO-VISCOPLASTIC PARAMETERS OF ROCK SLOPE[A];[C];2010
10 SHEN Yongjiang~(1,2),SUN Hongyue~1,SHANG Yuequan~1,WANG Yingchao~1,YAN Kewu~3 (1.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou,Zhejiang 310027,China; 2.College of Civil Engineering and Architecture,Central South University,Changsha,Hunan 410075,China; 3.Nuclear Industrial Well and Tunnel Construction Company,Huzhou,Zhejiang 313000,China);OPTIMIZATION DESIGN OF CONNECTION METHODS OF DOUBLE-ROW ANTI-SLIDE PILES TIP[A];[C];2010
【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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