Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Jounal of Geotechnical Engineering》 2002-04
Add to Favorite Get Latest Update

The slope stability analysis by FEM under the plane strain condition

ZHANG Lu yu,SHI Wei min,ZHENG Ying ren (Logistical Engineering University, ChongQing 400041,China)  
The Mohr-Coulomb and Drucker-Prager yield criteria are used widely in geotechnical engineering.Results of the former are reliable,and those of the latter are more efficient in the numerical calculation.This paper deduces the accurate equations which can transform one criterion to another under the plane strain condition. The analysis of an example of slope stability shows that the safe factors obtained from the Mohr-Coulomb criterion being a match for D-P yield criterion provided in this paper is more accurate than those from the other D-P and Mohr-Coulomb equivalent area circle criteria,moreover it is convenient to execute numerical calculation for D-P criterion.
【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 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 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
3 YE Hai-lin,Gu Hong-wei,LIU Dong-sheng(Dept.of Architecture&Civil Engneering,LEU,Chongqing 400041,P.R.China);Slope Reliability Analysis Using Stochastic FEM with Dynamic Programming Method[J];Chinese Journal of Underground Space and Engineering;2007-03
4 MA Shao-kun1,2,YU Jing3,4,LIU Yi-lin1,5(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.College of Resources and Environment,Guangxi University,Nanning 530004,China;3.Beijing Institute of Residential Building Design & Research Co.Ltd,Beijing 100005,China;4.College of Civil and Architectural Engineering,Beijing University of Technology,Beijing 100022,China;5.Highway Research Institute of Ministry of Communications,Beijing 100088,China);Analysis of Weightless Subsoil Bearing Capacity under Filled Subgrade and Bridge-Culvert[J];Chinese Journal of Underground Space and Engineering;2008-01
5 JIA Jian-lei,WU Jian-hua,YU Hai-xiang(College of Civil Engineering,Chongqing University,Chongqing 400045,P.R.China);An Improved Method Based on the Criterion of Displacement Saltation in Soil Slope[J];Chinese Journal of Underground Space and Engineering;2008-06
6 TANG Fen1,2,ZHENG Ying-ren2(1.School of Applied Technology,Chongqing Jiaotong University,Chongqing 400042,China;2.Department of Military Civil Engineering,PLA Logistics Engineering College,Chongqing 400041,China);Analysis on Safety Reserve of Slope with Two Strength Reduction Factor[J];Journal of Chongqing Jiaotong University(Natural Science);2007-04
7 TANG Fen(Department of Road & Bridge Engineering,Applied & Technical School,Chongqing Jiaotong University,Chongqing 400042,China);FEM Analysis of Sliding Face Crossing over Sinking Pile[J];Journal of Chongqing Jiaotong University(Natural Science);2007-05
8 XIONG Huan,XIAO Sheng-xie (School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Calculation Method of Slope Stability Safety Factor Based on the Drucker-Prager Criterion[J];Journal of Chongqing Jiaotong University(Natural Science);2010-04
9 ZHAO Jie1,SHAO Long-tan2(1.School of Civil and Hydraul.Eng.,Dalian Univ.of Technol.,Dalian 116024,China;2.Dept.of Eng.Mech.,Dalian Univ.of Technol.,Dalian 116024,China );Comparison of two kinds of finite element methods for slope stability analysis under plane strain condition[J];Journal of Dalian University of Technology;2007-06
10 ZHANG Zheng, CHEN Zheng-zhou, ZHU Hai-jun, CHENG Yi(Earth Science Department, Nanjing Universty, Nanjing 210093, China);Study on Excavation Parameters of Rock Slope Given Certain Global Slopeness[J];Journal of Disaster Prevention and Mitigation Engineering;2007-01
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
【Citations】
Chinese Journal Full-text Database 1 Hits
1 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 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
4 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
5 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
6 JIANG Xue-liang1,2,CAO Ping1(1.School of Resource and Safety Engineering,Central South University,Changsha 410083,China;2.School of Civil Engineering,Hunan City University,Yiyang 413000,China);Simulation of Stage Excavation and Evaluation of the Slope Stability[J];Chinese Journal of Underground Space and Engineering;2007-02
7 LI Xin-xing,ZHU He-hua,CAI Yong-chang,DING Wen-qi(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Influence of Construction Method of the Twin Tunnel on Slope Stability[J];Chinese Journal of Underground Space and Engineering;2007-03
8 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
9 ZHANG Tian-you(Geological Team No.607,Chongqing Geological Survey Bureau,Chongqing 400053,China);Relationship between Stability of Rock Bedded Slope with Moderate Dip Angle and Slope Setting Rate[J];Chinese Journal of Underground Space and Engineering;2008-06
10 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
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 Wang Dong Cao Lanzhu Zhai Dong (Liaoning Technical University);Numberical Simulation on Open-pit High and Steep Slope Stability[A];[C];2009
9 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
10 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
【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 CAO Xueshan(Hehai University,Nanjing 210098);Micro-analysis of water pressure and earth pressure on support structure[J];Sichuan Building Science;2006-05
3 Wu Xiangyang(The Construction Quality Supervision Station of Ma’anshan City, Ma’anshan 243004,China);THE GREY CLUSTER APPRAISAL OF SLOPE ENGINEERING ROCK MASS[J];GEOLOGY OF ANHUI;1999-03
4 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
5 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
6 SHI Ya lin, YANG Shun an (Engineering Faculty, China University of Geosciences, Wuhan 430074, China);SAFETY MONITORING IN DEEP FOUNDATION PIT RETAINING[J];Journal of Safety and Environment;2003-02
7 DING Lei,ZHU De-quan(School of Physics and Electrical Engineering,Anqing Teachers College,Anqing 246133,China);Comparison of Nonlinear Regression Based on BP and SVR[J];Journal of Anqing Teachers College(Natural Science Edition);2011-02
8 HUANG Long_yuan 1,LIU Ji_hong 1,CHANG Lai_shan 2,XIAO Hui 2 (1.Dept. of Civil and Communication Engineering,Anshan Institute of I.& S.Technology, Anshan 114002,China;2.Mining Company,AISC,Anshan 114002,China);Application of a Improved Morgenster-Price Method in Calculation of Slope Stability[J];Journal of Anshan Institute of Iron and Steel Technology;2002-02
9 CUI Xue hui WANG Xin min (College of Mathematics,Jilin University,Changchun Jilin 130026,China);The Quantitative Evaluation of the Disastrous Factors of Landslide[J];Journal of Anshan Teachers College;2002-03
10 Yang Linde; Jing Hua; Ling Dehong;A General Method for Back Analysis of 2-D Viscoelastic Plane Strain Problems[J];;1993-04
China Proceedings of conference Full-text Database 7 Hits
1 ZHU Fang-yuan 1,2 , JIANG Ming-jing 1, 2 , ZHENG Min 1, 2 , WU Xiao-feng 1, 2 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;Comparison of numerical simulation methods in foundation pit excavation[A];[C];2011
2 Wang Yongjia (Northeast University of Technology);Discrete Element Method——A Numerical Method Suitable for analysis in Jointed Rocks[A];[C];1986
3 Chou Wanxi (Huainan Mining Institute);Principle of the Discrete Element Method and its Application in Rock Mechanics and Engineering[A];[C];1986
4 Wang Sijing;Yang Zhifa;Fu Bingjun Institute of Geology and Geophysics, Beijing, 10009, Tsinghua University, 100084, Beijing Institute of Geology and Geophysics, Beijing, 100029;CENTURY ACHIEVEMENTS AND NEW HISTORICAL MISSION OF ROCK MECHANICS AND ENGINEERING IN CHINA[A];[C];2004
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 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
7 Wei Yongxing Second Survey and Design Institute of China Railways, Chengdu, 610031, China;RESERCH OF THE SUBGRADE EMBANKMENT ON SLOP SOLF-SOIL FUNDATION[A];[C];2004
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 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
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 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
4 ZHAO Jiangang,CHU Xiaogang(Northwest Research Institute of China Railway Engineering Corporation,Lanzhou 730000,China);Conditions of application analysis of per-stressed anchor-wire anti-slide pile by FEM[J];Sichuan Building Science;2012-03
5 ;Subgrade Finite Element Analysis of Slope Stability[J];Anhui Architecture;2011-01
6 ;Numerical Analysis of Concrete Pile Settlement with Drilling Grouting[J];Anhui Architecture;2011-05
7 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
8 LI Jian~1,DENG Jin-yu~1,YUAN Zhen~2,HUANG Xiao-yan~2,LI Yong-bin~2,WANG Yu-biao~2(1.Hunan Province Freeway Management Office,Changsha 410001 P.R.China;2.Changsha University of Science and Technology,Changsha 410076 P.R.China);Back Analysis from Instability and Strength Degradation in Roadbed and Cutting of Underground Karst Cavity[J];Chinese Journal of Underground Space and Engineering;2005-06
9 ZHAO Chao-yang~1,WU Ping~1,ZHANG De-liang~1,CHEN Xing-tao~2(1.Hunan Province Freeway Management Office,Changsha 410001 P.R.China;2.Changsha University of Science and Technology,Changsha 410076 P.R.China);Application and Problem of FEM Back Analysis from Displacement and Instability in Cutting Slope[J];;2005-S1
10 XIE Li-xin~1,LI Jian~1,DENG Jin-yu~1,YUAN Zhen~2(1.Hunan Province Freeway Manage Office,Changsha 410001 P.R.China;2.Changsha University of Science and Technology,Changsha 410076 P.R.China);Discussion of FEM Back Analysis from Instability and Strength Degradation in Subgrade Engineering[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 SONG Ya-kun~1,ZHENG Ying-ren~1,LEI Wen-jie~2 (1.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China; 2.Key Laboratory of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);Analysis of the experimental mechanism of deeply buried anti-slide pile by FEM[A];[C];2007
3 CHEN Wei-bing~1,ZHENG Ying-ren~2,LEI Wen-jie~3 (1.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071, China;2.Department of Civil Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 3.School of Safety Science & Engineering,Henan Polytechnic University,Jiaozuo 454003,China);Three dimensional FEM simulation of slope reinforcement by deeply-buried pile[A];[C];2007
4 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
5 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
6 YIN Xi-jie,YAN E-chuan,SUN Zhao-lai (Faculty of Engineering,China University of Geosciences,Wuhan 430074,China);Slip surface ascertaining and stability analyzing of the countertendency shale slope[A];[C];2007
7 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
8 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
9 LIU Yaoru,HUANG Yuequn,YANG Qiang,WANG Jun(State Key Laboratory of Hydroscience and Hydraulic Engineering,Tsinghua University,Beijing 10084,China);Deformation and Stability Analysis for Rock and Soil Slope[A];[C];2009
10 (ZHENG Yingren1,2, YE Hailin1,3, HUANG Runqiu3, TANG Xiaosong1 1.Department of Civil Engineering, Logistical Engineering University, Chongqing 400041, China; 2.Chongqing Engineering and Technology Research Center of Geological Hazards Control, Chongqing 400041, China; 3. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, Sichuan, China);Study on the Stability Analysis of Earthquake Slope[A];[C];2009
【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
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved