Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING》 2000-03
Add to Favorite Get Latest Update

Componental plastic mechanics——generalized plastic mechanics

Zheng Yingren (Department of Military Civil Engineering,Logistical Engineering University,Chongqing,400041) Kong Liang (Department of Physics & Electrical Information Engineering,Ningxia University,Yinchuan,750021)  
It's shown by experiments that the classic plastic mechanics is difficult to reflect the real deformation mechanism of geomaterials.The reason is that the classic plastic mechanics is based on the hypothesis of the traditional potential theory,the hypothesis of the associated flow rule and the hypothesis of not considering rotation of principal stress.The generalized plastic mechahics gives up all these hypotheses and gets all its plastic formulas from solid mechanics directly,so it can be used for both geomaterials and metals.
【Fund】: 国家自然科学基金资助项目! (No.1 9672 0 73)
【CateGory Index】: TU452
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 ;对岩土塑性理论中两个基本问题的讨论[J];Chongqing Architecture;2002-01
2 ;广义塑性理论上限法及其在边坡工程中的应用[J];Chongqing Architecture;2002-02
3 SHEN Mingrong~(①②)DENG Hairong(①Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai200092)(②Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai200092));FINITE ELEMENT ANALYSIS OF SUBMERGED ROCK SLOPE STABILITY UNDER WAVE ACTION[J];Journal of Engineering Geology;2006-05
4 Zheng Yingren~1,Kong Liang~2(1.Logistical Engineering University,Chongqing 400041,China;2.Solid Mechanics Institute,Ningxia University,Yinchuan 750021,China);Generalized Plastic Mechanics and Its Application[J];Engineering Science;2005-11
5 LENG Fei1,2, LIN Gao1,2, DU Rong-qiang1 (1. Earthquake Engineering Research Division, Dalian University of Technology, Dalian 116085, China; 2. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116085, China);CONSTUTIVE RELATIONSHIP OF CONCRETE BASED ON THERMODYNAMICS[J];Engineering Mechanics;2008-02
6 LENG Fei,LIN Gao(National Key Lab of Coastal and Offshore Engineering,Dalian university of Technology,Dalian 116024,China);Association of plastic flow rules[J];Journal of Harbin Institute of Technology;2006-06
7 Zhang Guangyong1 Hu Bin2 Cai Fei3 Xu Hui1(1 College of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan430074,China;2 The Construction Bureau of the Wuhan Economic and Technological DevelopmentZone,Wuhan 430056,China;3 Wuhan Metro Group Company Limited,Wuhan 430030,China);Numerical modeling for sand′s double yield surfaces under stress path with increasing p[J];Journal of Huazhong University of Science and Technology(Nature Science Edition);2009-07
8 XIAO Bo LIU Zhi-kui;Study on the strength reduction finite element method in slope stability analysis[J];Shanxi Architecture;2009-21
9 Sun Tongli~1 Fang Xiaowu~2 Zhang Qinghe~1(1.Department of Geotechnical Engineering,Tongji University2.Fujian Electric Power Investigation and Design Institute);Application of Multi-laminate Framework Model in Mechanics Behaviors of Jointed Rock Masses[J];Site Investigation Science and Technology;2006-02
10 XU Jian-gang( School of Mechanics, Civil Engineering & Architecture,Northwestern Polytechnical University,Xi'an 710072 ,P.R. China; Department of Applied Mathematics and Applied Physics, Xi’an Institute of Post and Telecommunications,Xi’an 710121 ,P.R. China);General Expression for Plastoelastic Flow Rule[J];Science Technology and Engineering;2008-12
China Proceedings of conference Full-text Database 3 Hits
1 Yao Yangping;Luo Ting College of Civil Engineering, Xi'an University of Architecture and Technology,Xi'an 710055 China Department of Civil Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100083 China;CONSTRUCTING METHOD OF HARDENING PARAMETER INDEPENDENT ON STRESS PATH IN GEOMATERIALS[A];[C];2002
2 Zhang luyu;Zheng Yingren Logistical Engineering University, Chongqing 400041 China;THE ADVANCE OF PLASTIC DAMAGE CONSTITUTIVE MODELS FOR GEOMATERIALS[A];[C];2002
3 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
【Citations】
Chinese Journal Full-text Database 2 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 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
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZENG Xiangyong et al.;Analysis on Settlement of the Ground under Square Shallow Foundation[J];Underground Space;2002-01
2 YANG Fei1,MIAO Lin-chang2,SUN Li-jun1(1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China; 2.Institute of Geotechnical Engineering,Southeast University,Nanjing 210096,China);Analysis of Surcharge Preloading Effects of Expressway Embankment Built on Soft Foundation[J];Chinese Journal of Underground Space and Engineering;2008-02
3 ;对岩土塑性理论中两个基本问题的讨论[J];Chongqing Architecture;2002-01
4 Zheng Yingren~1,Kong Liang~2(1.Logistical Engineering University,Chongqing 400041,China;2.Solid Mechanics Institute,Ningxia University,Yinchuan 750021,China);Generalized Plastic Mechanics and Its Application[J];Engineering Science;2005-11
5 Shen Zhu-jiang, (Nanjing Hydraulic Research Institute);A STRESS-STRAIN MODEL FOR SOILS WITH THREE YIELD SURFACES[J];Acta Mechanica Solida Sinica;1984-02
6 YU Meng1, HUANG Xian-quan2(1Guangxi Wuzhou Highway Administrative Bureau, Wuzhou Guangxi 543000, China; 2Guangxi Guitong Highway Construction Supervision and Consultation Co., Ltd. Nanning Guangxi 530012, China);The Analysis on the Influence of Soft Soil Mobility to the Roadbed Deformation of Express Highway[J];Guangxi Communication Science and Technology;2003-05
7 Zhang Jinjun;Xiang Darun Dept.of Irrigation and Drainage Engineering,Hohai Univ.;Verification of Clay Constitutive Model under Different Stress Paths[J];;1991-06
8 CHEN Yong hui 1, GAO Jun he 2, ZHAO Wei bing 1 (1. College of Civil Engineering,Hohai Univ.,Nanjing 210098,China; 2. Shenzhen Municipal Engineering Company,Shenzhen 518034,China);Modified Two Yield Surface Constitutive Model for Finite Element Analysis of Deep Excavation[J];JOURNAL OF HOHAI UNIVERSITY;2000-03
9 SHI Jian yong, YANG Li ang, ZHAO Wei bing (Research Institute of Geotechnical Engineering, Hohai University,Nanjing 210098,China);Research of One-dimensional Consolidation Theory Considering Nonlinear Characteristics of Soil[J];Journal of Hehai University (Natural Sciences );2001-01
10 DING Lu-fang 1, GUO Zhi-ping 2, ZHAO Wei-bing 2(1. Nanjing Hydraulic Research Institute, Nanjing 210029, China; 2. College of Civil Engineering, Hohai Univ., Nanjing 210098, China);Damage to soft soil under vacuum preloading[J];Journal of Hehai University (Natural Sciences );2002-04
China Proceedings of conference Full-text Database 9 Hits
1 Yao Yangping;Luo Ting College of Civil Engineering, Xi'an University of Architecture and Technology,Xi'an 710055 China Department of Civil Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100083 China;CONSTRUCTING METHOD OF HARDENING PARAMETER INDEPENDENT ON STRESS PATH IN GEOMATERIALS[A];[C];2002
2 Zhang luyu;Zheng Yingren Logistical Engineering University, Chongqing 400041 China;THE ADVANCE OF PLASTIC DAMAGE CONSTITUTIVE MODELS FOR GEOMATERIALS[A];[C];2002
3 ;The Method of Verification on Yin Zongze Model Through Isostress Increment Ratio Stress Paths[A];[C];2006
4 DENG An~1 XIAO Yang~2 1.Geotechnical Research Institute,Hohai Univ,Nanjing Jiangshu 210098,China; 2.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai Univ,Nanjing Jiangshu 210098,China;A Proportion-Based Constitutive Model for Sand-EPS Beads Lightweight Fills[A];[C];2008
5 HUANG Wenxiong (Hohai University,Nanjing 210098,China);Constitutive modeling of coarse-grained soils in hypoplasticity[A];[C];2008
6 YAO Yang-ping,HOU Wei,LUO Ting,WANG Nai-dong,KONG Yu-xia (Department of Civil Engineering,Beihang University,Beijing 100191,China);Unified Hardening Model[A];[C];2008
7 YANG Guang-hua (Guangdong Provincial Research Institute of Water Conservancy and Hydropower,Guangzhou 510610,China);A proof of the geotechnical materials disagree with the Drucker's Postulate[A];[C];2008
8 Zheng Yingren (Engineering Institute of the Air Force);Theory of Multi-Yielding Surface and Strain-Space of Rock-Soil[A];[C];1989
9 Yang Guanghua (Guangdong Provincial Research Institute of Water Conservancy & Hydro—Power,Guangzhou);The Mathematical Theory for the Constitutive Retation of Engineering Material[A];[C];1990
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 DONG Zhu-ping(Highway Administration of Fuyang City of Anhui Province,Fuyang 236000,China);TREATMENT OF THE LANDSLIDE OF HIGHWAY EXPANSIVE SOIL ROADBED SLOPE[J];Geology of Anhui;2007-01
2 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
3 JING Hua-qing(Water Survey and Designing Institute of Chuzhou,Chuzhou 239000,China);On the cause of landslide of trunk canal in Xiaobahu Irrigation Area and corresponding improvement measure[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2005-04
4 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
5 ZHAO Shangyi et at.;FEM for Analysis of Slope Stability[J];Underground Space;2001-S1
6 CAO Guojin et al.;Supporting Mechanism and Experimental Analysis for Anchoring Technology[J];Underground Space;2002-01
7 LEI Sheng xiang et al.;Numerical Analysis of the Construction Scheme for Large-span Exit Section of the Pengshui Tunnel in Chongqing-Huaihua Railway[J];Underground Space;2002-03
8 ZHANG Yong xing;Review of the Study on Prediction and Forecast of Landslide[J];Underground Space;2003-02
9 MA Wan quan et al;Numerical Simulation of Dynamic Emulation on Construction Process in Yangzong Highway Tunnel[J];Underground Space;2003-03
10 WANG Qing hai et al;Numerical Simulation of Rock Deformation and Rock-burst of Tongyu Tunnel[J];Underground Space;2003-03
China Proceedings of conference Full-text Database 1 Hits
1 Zheng Yingren (Engineering Institute of the Air Force);Theory of Multi-Yielding Surface and Strain-Space of Rock-Soil[A];[C];1989
【Secondary 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 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 SUN Tong-li~1,XIAO Zhi-qiao~2(1.Depatrment of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Shanghai Water Conservancy Engineering Design & Research Institute,Shanghai 200063,China);The Effective Calculation Method of Rock Bolt in Geotechnical[J];Chinese Journal of Underground Space and Engineering;2006-01
5 SUN Tong-li~1,XIAO Zhi-qiao~2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Shanghai Water Conservancy Engineering Design & Research Institute,Shanghai 200063,China);The Effective Calculation Method of Rock Bolt in Geotechnical Engineering[J];Chinese Journal of Underground Space and Engineering;2006-02
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 ZHANG Chen,CHEN Jian-ping,XIAO Yun-huaCollege of Construction Engineering,Jilin University,Changchun 130026,China;Analysis on Theory of Strength Reduction FEM Based on Artificial Neural Networks[J];Journal of Jilin University(Earth Science Edition);2009-01
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 ZOU Bing-hua,LI Zhan-bin,LI Peng,LU Ke-xin,ZHU Bing-bing(Key Lab of Northwest Water Resources and Environment Ecology of MOE at XAUT,Xi'an 710048,China);Study on Slope Stability Analysis of Tailing Dam Based on FEM Strength Reduction Method[J];Journal of Yangtze River Scientific Research Institute;2008-03
China Proceedings of conference Full-text Database 10 Hits
1 Zhang luyu;Zheng Yingren Logistical Engineering University, Chongqing 400041 China;THE ADVANCE OF PLASTIC DAMAGE CONSTITUTIVE MODELS FOR GEOMATERIALS[A];[C];2002
2 Yuan-xue Liu;Shu-ping Jiang;Dong-sheng Liu Department of Civil Engineering, Logistical Engineering University, Chongqing 400041 China Chongqing Communications Research &Design Institute, 400067 China;NUMERICAL SIMULATION OF THE INFLUENCE OF EXCAVATION OF SHEILD TUNNEL BASED ON THE SMALL-STRAIN CONSTITUTIVE MODEL[A];[C];2004
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 ;Study on the Evolution of the Damage Variable to Dynamic Damage-Elasto-Plastic Constitutive Model for Sandy Soil[A];[C];2006
5 K.G.Li K.P.Hou Y.Cheng Faculty of Land Resource Engineering,Kunming University of Science and Technology,Kunming,China;Stability analysis of cutting slope by using 3D dynamic numerical simulation[A];[C];2008
6 Y.R.Liu Q.Yang L.J.Xue W.Y.Zhou State Key Laboratory of Hydroscience and Engineering,Tsinghua University,Beijing,China;Rock slope stability analysis with nonlinear finite element method[A];[C];2008
7 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
8 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
9 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
10 KONG Liang~1,LI Xue-feng~2,ZHAO Zhan-bing~1 (1.Solid Mechanics Institute,Ningxia University,Yinchuan 750021,China;2.Department of Geotechnical Engineering,Tongji University, Shanghai 200092,China);Improvement of thermomechanical model for soil and its verification and FEM analysis[A];[C];2008
【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 Huang Wen-xi (Qinghua University, Beijing);The Influence of the Hardening Law on the Formulation of the Elasto-plastic Model of Soil[J];Chinese Jounal of Geotechnical Engineering;1980-01
2 Chen Sheng-shui;Shen Zhu-jiang;Li Neng-hui(Nanjing Hydraulic Research Institute);A Eiastoplastic Model for Cohesionless Soils under Complex Stress Paths[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1995-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved