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《Chinese Jounal of Geotechnical Engineering》 2001-04
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Stability analysis of excavation by strength reduction FEM

LIAN Zhen ying,HAN Guo cheng,KONG Xian jing (State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology,Dalian 116024,China)  
An elasto plastic shear strength reduction FEM is used to analyze the stability of excavation slope. A well defined failure shear strain zone is formed in the excavation slope. It is found that elastic modules, Poisson′s ratio, dilation angle and lateral pressure coefficient, compared with cohesion and friction angle, have little effect on safety factor of slope. As failure pattern of excavation slope is similar with that of natural slope, it is concluded that the method is appropriate for stability analysis of excavation slope. It is believed that the shear strength reduction FE method can be widely applied in the engineering practice because this method benefits over limit equilibrium method.
【CateGory Index】: TU432
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【References】
Chinese Journal Full-text Database 10 Hits
1 WANG Jian-bo1,HE Peng-li 2,CHEN Xin-sheng1,HAO Guo-ying1(1.School of Management,Qingdao Technological University,Qingdao 266520,China;2.Luoyang Technology College,Luoyang 471003,China);Research on optimization of supporting parameters of road tunnel engineering based on the orthogonal finite element strength reduction experimental method[J];Journal of Qingdao Technological University;2007-02
2 WAN Lin-hai 1,2 , JIN Hai-yuan1, WU Wei-gong3, GUO Peng1 (1. North China Institute of Water Conservancy & Hydroelectric Power, Zhengzhou, Henan 450008; 2. University of Science and Technology Beijing, Beijing 100083; 3. Yellow River Engineering Consulting Co., Ltd., Zhengzhou, Henan 450003);Application of Finie-Difference Strength-Reduction Method to Loess Slope Stability Analysis[J];Yellow River;2005-09
3 YANG jing HE Jiang da HU De jin(27) ( College of Hydraulic Engineering , Sichuan University , Chengdu , Sichuan , China , 610065);Contrast of Slice Method with Finite Element Method for Earth Slope Stability Analysis[J];Sichuan Water Power;2003-01
4 ZHANG Bao-hua~1,HUANG Hong-bao~2 (1.Tianjin Research Institute of Water Transpon Engineering,Tianjin 300456,China;2.Tianjin Port Authority,Tianjin 300456,China);Strength reduction finite elements analysis on bank stabilization[J];Journal of Waterway and Harbor;2006-03
5 WANG Cheng-hua,GAO Wen-mei(School of Architecture & Engineering,Tianjin University,Tianjin 300072,China);Feasibility of shear strength reduction FEM in analysis of layered slope stability[J];;2006-03
6 WU Haizhen (College of Water Conservancy and Hydropower Eng. Hohai Univ., Nanjing 210098,China) GU Chongshi;FEM Strength Reduction and Its Application in Rockfill Dam Slope Analysis[J];Water Resources and Power;2006-04
7 ZHOU Guiyun(College of Water Conservancy and Hydropower Eng.,Hohai Univ.,Nanjing 210098,China) LI Tongchun;Rocky Slope Stability Analysis Taking into Account Saturated-unsaturated Seepage Flow[J];Water Resources and Power;2006-05
8 YANG Tao~1,ZHOU Depei~1,SU Jingrong~2 (1.Geotechnical Eng.Dep.of Southwest Jiaotong University,Chengdu 610031,China;2.Seismological Bureau of Sichuan Province,Chengdu 610041,China);Using Large Deformation FEM on the Analysis of Slope Stability[J];Journal of Mountain Science;2006-01
9 LI Rong-jian,YU Yu-zhen,LI Guang-xin(Institute of Geotechnical Engineering,Tsinghua University,Beijing 100084,China);Application of strength reduction FEM to analysis on stability of unsaturated soil slope[J];Water Resources and Hydropower Engineering;2006-03
10 MEI Qiang,TIAN Bin (Institute of Civil and Hydraulic Engineering,Three Gorges University,Yichang 433002,Hubei,China);Stability Analysis of Right Slope of Danshuipie Channel[J];Water Conservancy Science and Technology and Economy;2008-09
China Proceedings of conference Full-text Database 10 Hits
1 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
2 Wang Shuilin Li Chunguang Lei Yuanjian Ge Xiu-run (Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071);STABILITY ANALYSIS OF ROCK SLOPE WITH BEDDING-PLANE AND THE INFLUENCES OF FLUID FLOW IN FRACTURED NETWORK[A];[C];2006
3 ;Strength Reduction and Centrifugal Loading Based Rfpa Method for Slope Stability Analysis[A];[C];2006
4 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
5 X.Y. Feng & M.T. Luan Dalian University of Technology, School of Civil and Hydraulic Engineering, Dalian, China Z.P. Xu China Institute of Water Resources and Hydropower Research, Beijing, China;3D slope stability analysis of Rockfill dam in U-shape valley[A];[C];2008
6 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
7 Tong Youquan Li Lin (The Design & Research Institute of Mining Company of PanGang Group,Panzhihua 617063,China);Strength Reduction Method Applied To the Dolomite Slope of Pan-Gang Group[A];[C];2008
8 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
9 ZHOU Gui-yun,LI Tong-chun (College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China);Adaptive local mesh refinement method for slope stability analysis[A];[C];2007
10 ZHANG Yu-cheng~1,YANG Guang-Hua~(1,2),HU Hai-ying~(1,3),ZHANG You-xiang~1 (1.School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072,China;2.Guangdong Research Institute of Resources and Hydropower, Guangzhou 510610,China;3.School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China);Stability study of embankment or dam with back berm on soft soil foundation[A];[C];2007
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CHEN Jun-qiang1,2,DANG Fa-ning2,TIAN Wei2(1.Northwest Hydro Consulting Engineers,CHECC,Xi'an 710065,China;2.Research Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,China);Discussion on analysis of slope instability criterion by strength reduction FEM[J];Northwest Hydropower;2009-02
2 WANG Cheng-hua,GAO Wen-mei(School of Architecture & Engineering,Tianjin University,Tianjin 300072,China);Feasibility of shear strength reduction FEM in analysis of layered slope stability[J];;2006-03
3 YANG Tao~1,ZHOU Depei~1,SU Jingrong~2 (1.Geotechnical Eng.Dep.of Southwest Jiaotong University,Chengdu 610031,China;2.Seismological Bureau of Sichuan Province,Chengdu 610041,China);Using Large Deformation FEM on the Analysis of Slope Stability[J];Journal of Mountain Science;2006-01
4 Tang Yiqun Lin Zhi ( Department of Geotechnical Engineering , Tongji University, Shanghai , 200092 ) Zhao Xiaoyun ( Shanghai Scienceland Co., Ltd, 200127 );The Finite-Element Analysis of Slope Stabilization in the Weak Soil[J];Shanghai Geology;2000-04
5 LI Rong-jian,YU Yu-zhen,LI Guang-xin(Institute of Geotechnical Engineering,Tsinghua University,Beijing 100084,China);Application of strength reduction FEM to analysis on stability of unsaturated soil slope[J];Water Resources and Hydropower Engineering;2006-03
6 LI Zhan,LUAN Mao-tian,LIU Zhan-ge,FAN Qing-lai(Dalian University of Technology,Dalian 116024,China);Elasto-plastic FEM for embankment stability analysis under the condition of seepage based on the technique of shear strength reduction[J];Journal of Hydraulic Engineering;2006-05
7 ZHU Yun-qi1,ZENG Si-ping2(1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China;2.Smelting Design Department,Bao Steel Engineering Technology Limited Corporation of Shanghai City,Shanghai 201900,China);Strength Reduction Analysis for Stability of Reinforced Embankment on Soft Soil[J];Bulletin of Soil and Water Conservation;2009-01
8 SONG Fei(Research Institute of Geotechnical Engineering,Tianjin University,Tianjin 300072,China),YAN Shu-wang;Elasto-plastic Finite Element Analysis of Geogrid Reinforced and Plastic Board-Drained Foundation[J];Petroleum Engineering Construction;2005-01
9 SONG Kai zhuo1,GUO Zhi hua2(1 Institute of Fujian Coal Industry,Fuzhou,Fujian 350001;2 Hinge Departmentalism of Changjiang Institute of Survey,Planning,Design and Research,Changjiang Water Resources Commission,Wuhan 430010,China);Plain Finite Element Analysis to the Slope at Tail Water Outlet of Hydro-power Station[J];Soil Engineering and Foundation;2008-01
10 Kong Weixue Zheng Yingren Zhao Shangyi (Department of Civil Engineering, Logistical Engineering University) Tang Boming (Chongqing Highway Bureau);FINITE ELEMENT ANALYSIS FOR THE BEARING CAPACITY OF FOUNDATIONS AND ITS APPLICATION IN BRIDGE ENGINEERING[J];China Civil Engineering Journal;2005-04
China Proceedings of conference Full-text Database 9 Hits
1 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
2 ZHOU Tai-quan HUA Yuan (School of Environmental and Civil Engineering, Jiangnan University, Wuxi 214122, China);Stability analysis of layered cutting slope soil nailing support structure based on strength reduction method[A];[C];2008
3 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
4 ;Strength Reduction and Centrifugal Loading Based Rfpa Method for Slope Stability Analysis[A];[C];2006
5 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
6 ZHOU Tai-quan~1 HUA Yuan~(1*) SU Shu-bo~2 (1.College of Civil Eng.,Southern Yangtze Univ.,Wuxi 214122,China; 2.No.5 Eng.Dept.,China Railway Construction Group No.19 Company,Dalian 116000,China);Stability Analysis of Jiujiapeng Bridge Jointed Bridge Rock Slope Strengthened Using Anchor Bolt[A];[C];2007
7 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
8 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
9 ZHOU Gui-yun,LI Tong-chun (College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China);Adaptive local mesh refinement method for slope stability analysis[A];[C];2007
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