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《Journal of Hydraulic Engineering》 2003-01
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The feasibility study of strength-reduction method with FEM for calculating safety factors of soil slope stability

ZHANG Lu yu 1, ZHENG Ying ren 1, ZHAO Shang yi 1, SHI Wei ming 1 (1 Logistical Engineering University, Chongqing 400041,China)  
The shear strength reduction method(SRM) with FEM on analysis of slope stability is increasingly applied. All round analyses were made for the influence on computation precision caused by different soil yield criterions, FEM accuracy, slope height, cohesion and friction angle. Measures to improve the precision were put forward. Computation and comparison were made for 106 cases. The results show that the safety factors calculated with SRM were averagely exceeding those with Bishop simplified method at 5 7% and the scatter was small. The proposed measures for improving precision in valid and the method of FEM-SRM to analyzing slope stability can be applied.
【CateGory Index】: TU432
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【References】
Chinese Journal Full-text Database 10 Hits
1 HUANG Jin-wu,CHEN Xiao-ping(Jinan University,Guangzhou 510632,China);The optimized study of section pattern of the coastal levee on soft soil foundation with FEM[J];Sichuan Building Science;2006-03
2 DONG Pu1,LIU Jinlong2,LI Lianghui3(1.Civil Engineering Dept.,Huizhou University,Huizhou 516015,China;2.Department of Building Engineering,Hefei University,Hefei 230022,China;3.Shenzhen Geotechnical Investigation & Surveying Institute Co.,Ltd.,Shenzhen 518028,China);Feasibility of strength reduction FEM used in slope stability analysis[J];Sichuan Building Science;2009-02
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 HU Jianping1,LIU Yalian1,ZHOU Cuiying2(1.Guangdong Technical College of Waster Resources and Electric Engineering,Guangzhou 510635,China; 2.School of Engineering Research Center for Geotechnical Engineering & Information Technology,Sun Yat-sen University,Guangzhou 510275,China);The cusp catastrophe model of the instability of earth-rock dam and critical conditions[J];Sichuan Building Science;2011-05
5 LIU Gui-ying, LI Zheng-chuan, PAN Fang-gui, HE Yi-feng, XIONG Guan-jun(Consultant Department of Geological Hazard Prevention & Treatment in the Three Gorges Reservoir Area, The 2nd Railways Survey & Design Institute, Chongqing 400015, China);Application of strength-reducing factor method to stability analysis of Xuetangwan Land-slide[J];Journal of Safety and Environment;2006-03
6 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
7 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
8 Zuo Liangdong,Zhou Shiliang,Wu Feiqiao,Wang Quan(School of River and Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074);Research on the Stability of a Rock Slop in the Three Gorges Reservoir Influenced by Reservoir Flow[J];Chinese Journal of Underground Space and Engineering;2010-02
9 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
10 XU Jian-cong1,2,SHANG Yue-quan2,SUN Hong-yue21.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China;Landslide analysis by coupling large deformation elastic-plastic FEM with limiting equilibrium method[J];Journal of Chengdu University of Technology(Science & Technology Edition);2009-05
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 LIANG Feng-shou~1,HE Guang-ehun~2,LUO Jian-mei~3 (l.CCCC Second Harbor Consultants Co.,Ltd.,Wuhan 430071,China;2.Chongqing Jiaotong University,Chongqing,400074,China; 3.CCCC Wuhan Harbor Engineering Design and Research Co.,Ltd.,Wuhan 430040,China);Interaction between slope and pile of ramp and reduction load of pile[A];[C];2011
3 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
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 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
6 Yu Jun~1,Liu Songyu~2 (1.College of Civil Engineering and Architecture,Zhejiang University of Technology,Hangzhou,Zhejiang 310032,China; 2.School of Transportation,Southeast University,Nanjing,Jiangsu 210096,China);Mechanism Analysis of Stability Reduction of Front Slope in Tunnel Construction[A];[C];2011
7 Wang Yunpeng~1 Yang Shengli~1 Guo Shuying~2 (1.China University of Mining and Technology(Beijing);2.Elementary Education College of Xingtai University);Analysis of the Stability of Open Mining SlopeIncluding the Underground Haulage Roadway[A];[C];2009
8 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
9 YAO Yan-ya~(1,2) CHEN Guo-xing~1 1.Institute of Geotechnical Engineering,Nanjing Univ of Technology,Nanjing Jiangsu 210009,China; 2.Wuxi Urban Vocational Technology Institute,Dept of Architectural Engineering,Jiangsu Wuxi 214063,China;Field Variable Controlling Soil Shear Strength Reduction Method for Slope Stability Analysis[A];[C];2008
10 ZHANG Wen-jie LU Kang-ming ZHANG Meng-xi (Dept of Civil Engineering Shanghai Univ,Shanghai 200072,China);C-phi Reduction Finite Element Method Applied in Stability Analysis of Reinforced Slopes[A];[C];2008
【Citations】
Chinese Journal Full-text Database 2 Hits
1 Zheng Yingren (Department of Military Civil Engineering,Logistical Engineering University,Chongqing,400041) Kong Liang (Department of Physics & Electrical Information Engineering,Ningxia University,Yinchuan,750021);Componental plastic mechanics——generalized plastic mechanics[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;2000-03
2 LIAN Zhen ying,HAN Guo cheng,KONG Xian jing (State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology,Dalian 116024,China);Stability analysis of excavation by strength reduction FEM[J];Chinese Jounal of Geotechnical Engineering;2001-04
【Co-citations】
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 JIANG Lixin ( Hunan Polytechnic University,Zhuzhou 412008,China);Analysis in the elements influencing safety factor of slope stability[J];Sichuan Building Science;2010-05
3 Luo Changhong et al (Studio at Shenyang, Airforce Bureau of Engineering Design, Shenyang 110004, China);FEM Numerical Analysis of Soil Slope Stability with the Theory of Elastic-plastic Large Deformation[J];Anhui Architecture;2008-04
4 ;Analysis of Schedule in Characteristics of Embankment Deformation under Horizontal Seismic Force[J];Anhui Architecture;2011-01
5 ;Finite Element Analysis of Effect of Pile Group under Vertical Loads[J];Anhui Architecture;2012-01
6 LIU Gui-ying, LI Zheng-chuan, PAN Fang-gui, HE Yi-feng, XIONG Guan-jun(Consultant Department of Geological Hazard Prevention & Treatment in the Three Gorges Reservoir Area, The 2nd Railways Survey & Design Institute, Chongqing 400015, China);Application of strength-reducing factor method to stability analysis of Xuetangwan Land-slide[J];Journal of Safety and Environment;2006-03
7 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
8 ZHAO Shangyi et at.;FEM for Analysis of Slope Stability[J];Underground Space;2001-S1
9 PAN Jin et al;Application of AUTOCAD VBA in Pre-treatment Program of Finite Element in Geotechnical Engineering[J];Underground Space;2003-01
10 CHENG Chang-kai,RUAN Yong-fen,XIONG En-lai(Department of Civil Engineering,School of Architecture,Kunming Institute of Science and Technology,Kunming 650224 P.R.China);Dynamic Analysis Method of Slope Stability in Earthquake Function[J];;2005-S1
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 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
3 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
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 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
7 YANG Ji-hong~(1,2),DONG Jin-yu~(1,2),LIU Han-dong~2,HUANG Zhi-quan~2,JANG Tong~2 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;2.North China University of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China);In situ direct shear tests on the large-scale accumulation body and three-dimensional stability analysis of the slope[A];[C];2011
8 FAN Wen~(①②) YU Maohong~①LIN Yongliang~②CHEN Liwei~②WU Lihui~②(①School of Civil Engineering and Mechanics,Xi'an Jiaotong University,Xi'an 710049)(②School of Geological Engineering and Surveying Engineering,Chang'an University,Xi'an 710054);ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY[A];[C];2002
9 Zhu Sheng (College of Water Conservancy and Hydropower Engineering,Hohai Univ.,Nanjing 210098,China);3-D seismic response analysis for rockfill dam with asphalt-concrete-core[A];[C];2006
10 Wang Dong Cao Lanzhu Zhai Dong (Liaoning Technical University);Numberical Simulation on Open-pit High and Steep Slope Stability[A];[C];2009
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Ji yuan ZHANG Zhi yong XING Zhong xing (Wuhan University of Hydraulic and Electric Engineering,Wuhan 430072,China);Multi-model Biot consolidation finite element method analysis[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-01
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 LIU Chun1,WU XuChun2(1.Wuhan Industry College Civil Engineering Department,Wuhan430071,China;2.The Fifth Project Bureau of The Chinese Railway Department,Guizhou550013,China);Research of the strength characteristics of unsaturated red clay based on general tri-axial test[J];Building Science Research of Sichuan;2003-02
4 ZHONG Dai-hui,WANG Xin-ping(Civil Engineering Department,Shandong Institute of Architectural and Civil Engineering,Ji'nan250014,China);Fault analysis and trouble removal on the soft-soil slop stability treating by anti-slide pile[J];Building Science Research of Sichuan;2005-01
5 XUE Song-tao~(1,2),ZHANG Mao-yu~1,XIE Li-yu~1,CHEN Rong~1,WANG Yuan-gong~1(1.Research Institution of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;2.Department of Architecture,School of Science and Engineering,Kinki University,Osaka 577-8502,Japan);The dynamic responses of the slurry wall subjected to earthquake waves[J];Building Science Research of Sichuan;2005-06
6 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
7 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
8 ZHOU Yong,ZHU Yanpeng(School of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China);Sensitivity analysis of design parameters of soil nailed structure for deep excavation in loess region[J];Sichuan Building Science;2008-04
9 DONG Pu1,LIU Jinlong2,LI Lianghui3(1.Civil Engineering Dept.,Huizhou University,Huizhou 516015,China;2.Department of Building Engineering,Hefei University,Hefei 230022,China;3.Shenzhen Geotechnical Investigation & Surveying Institute Co.,Ltd.,Shenzhen 518028,China);Feasibility of strength reduction FEM used in slope stability analysis[J];Sichuan Building Science;2009-02
10 LI Guoxiang1,YU Weiqiang2,LI Shuai3,KANG Jingwen1,FU Shiqing1(1.China Architecture the Southwest Investigation Design Research Institute Limited Company,Chengdu 610081,China;2.Henan Provincial Non-ferrous Metal Geological and Mineral Resources Bureau the Forth Geology Production Brigade,Zhengzhou 450016,China;3.Jilin Provincial Non-ferrous Metal Geological and Mineral Resources Bureau the 604 Geology Production Brigade,Changchun 132400,China);The design parameters infect of stress condition of the anti-slide structure which is compose by pile an anchor cable[J];Sichuan Building Science;2009-05
China Proceedings of conference Full-text Database 10 Hits
1 PENG Fang-le~(1,2),LI Fu-lin~(1,2),BAI Xiao-yu~(1,2),TAN Ke~(1,2),TATSUOKA Fumio~3 (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 2.China Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China; 3.Department of Civil Engineering,Tokyo University of Science,Chiba 278-8510,Japan);Energy-based elasto-viscoplastic constitutive model of sand based on the modified plastic work function[A];[C];2008
2 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
3 Hsu Fangking Hou Xue Yuan (Geotechnics,TongJi University);Analysis and estimation of heave in excavation[A];[C];1990
4 Huang Hongwei (Dept of geotechnical Engineering, Tongji University, Shanghai 200092);STATE-OF-ART OF THE RESEARCH ON RISK MANAGEMENT IN CONSTRUCTION OF TUNNEL AND UNDERGROUND WORKS[A];[C];2005
5 LI Lin-ke, ZHANG Ai-jun, HOU Chun-jiao College of Waters Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, Shannxi, China;Stability analysis of high reinforced retaining wall with strength reduction method and limit equilibrium method[A];[C];2011
6 Wang Yongjia (Northeast University of Technology);Discrete Element Method——A Numerical Method Suitable for analysis in Jointed Rocks[A];[C];1986
7 Deng Qinglu (China University of Geosciences,Wuhan 430074) Cui Zhengquan (Bureau of Geotechnique of Changjiang Water Resources Commission,Wuhan 430010) Yan Tongzhen (China University of Geosciences,Wuhan 430074);THE THREE-STAGE-DEVELOPMENT MODEL OF DOWNWARD OVERLAPPING-SLIDING-MODIFICATION OF THE HUANGTUPO SLOPE[A];[C];1995
8 Hu Xiaorong~(1,2) Tang Chun 'an~(1,3) (1 LMN,Mechanics Institute,Science Academy Beijing 100080) (2 Benxi College of Metallurgy Benxi 117022) (3 The Northeastern University Shenyang 110006);MECHANICAL EFFECTS OF THE ROCK HETEROGENEITY AND THE METHOD TO ANALYSE THE SPATIAL VARIABILITY OF THE ROCK MECHANICAL PARAMETERS[A];[C];1998
9 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
10 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
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 LIU Jinlong1,LUAN Maotian2,WANG Jili3 (1.Department of Building Engineering,Hefei University,Hefei 230022,China;2.Institute of Geotechnical Engineering,School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;3.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);Nonlinear finite element analysis of reinforced road embankment with geotextile[J];Sichuan Building Science;2008-06
2 DONG Pu1,LIU Jinlong2,LI Lianghui3(1.Civil Engineering Dept.,Huizhou University,Huizhou 516015,China;2.Department of Building Engineering,Hefei University,Hefei 230022,China;3.Shenzhen Geotechnical Investigation & Surveying Institute Co.,Ltd.,Shenzhen 518028,China);Feasibility of strength reduction FEM used in slope stability analysis[J];Sichuan Building Science;2009-02
3 XIONG Jing,ZHANG Jianhai(School of Hydaulic Eng.,Sichuan Univ.,Chengdu 610065,China);Investigation on stability against deep level sliding of Xiangjiaba hydrostation gravity dam[J];Sichuan Building Science;2009-04
4 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
5 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
6 HU Jianping1,LIU Yalian1,ZHOU Cuiying2(1.Guangdong Technical College of Waster Resources and Electric Engineering,Guangzhou 510635,China; 2.School of Engineering Research Center for Geotechnical Engineering & Information Technology,Sun Yat-sen University,Guangzhou 510275,China);The cusp catastrophe model of the instability of earth-rock dam and critical conditions[J];Sichuan Building Science;2011-05
7 ZHU Ya-lin1,2, KONG Xian-jing2, DING Ke-wei3, ZOU De-gao2(1.School of Civil Engineering,Hefei University of Technology,Hefei,230009,China;2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian,116024,China1;3.School of Civil Engineering,AnHui University of Architecture,Hefei,230022,China);Research Progress on Earthquake Resistant Studies of High Earth-rockfill Dams[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-03
8 LV Xiao-guang,CUI Ke-rui, LI Dan, ZHOU Yang(College of Recourses and Environment Engineering,Hefei University of Technology,Anhui Hefei,230009,China);Soil slope stability factors analysis based on plaxis[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2010-03
9 QIU Wen(The Fourth Engineering Company of China Railway No.4 Engineering Group,Hefei 230041,China);Unsaturated slope stability analysis by strength reduction fem[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2011-06
10 ;Subgrade Finite Element Analysis of Slope Stability[J];Anhui Architecture;2011-01
China Proceedings of conference Full-text Database 10 Hits
1 Tan Xiaohui (Resource and Environmental Engineering College,Hefei University of Technology,Hefei 230009,China );Effects of Water Level's Change on Dam Slope Stability[A];[C];2004
2 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
3 ZHANG Ya-min,MA Feng-shan,XU Jia-mo,ZHAO Hai-jun (Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029);Deformation laws of rock mass due to transform from open-pit to underground mining in high stress area[A];[C];2012
4 ZHAO Hai-jun~1,MA Feng-shan~1,GUO Jie~1,WU Zhi-quan~2,ZHANG Yong-long~2 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing.100029,China,2.Longshou Mine, Jinchuan Group Co.,Ltd.,Jinchang 737100,China);Effect of open-pit to underground mining on slope stability in Longshou Mine[A];[C];2012
5 GUO Songfeng~①QI Shengwen~①ZHAI Wenlong~②HUANG Xiaolin~①(①Key Labrary of Engineering Geomechanics,Institute of Geology and Geophysics,CAS,Beijing 100029)(②China University of Geosciences,Beijing 100083);STABILITY ANALYSIS OF ANCHORAGE OF YUNNAN LONGJIANG SU-PER SUSPENSION BRIDGE[A];[C];2012
6 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
7 NING Yu,XU Wei-ya,ZHENG Wen-tang (Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China);Application in complicated high slope with strength reduction method based on discrete element method[A];[C];2007
8 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
9 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
10 WEI Chang-fu,LI Huan,WANG Ji-Ii (State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);A Constitutive Model of Unsaturated Soils with Consideration to the Coupling of Elastoplastic Deformation and Capillary Hysteresis[A];[C];2008
【Secondary Citations】
Chinese Journal Full-text Database 3 Hits
1 Shen Zhu-jiang(Nanjing Hydraulic Research Institute);The Rational Form of Stress-Strain Relationship of Soils Based on Elasto-Plasticity Theory[J];Chinese Jounal of Geotechnical Engineering;1980-02
2 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
3 Liu Yuanxue Zheng Yingren Chen Zhenghan (Dept.of Architectural Engineering., Logistical University, Chongqing 400041,P.R.China);The General Stress Strain Relation of Soils Involving the Rotation of Principal Stress Axes[J];APPLIED MATHEMATICS AND MECHANICS;1998-05
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