Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Hydraulic Engineering》 2001-06
Add to Favorite Get Latest Update

Discussion on velocity solution of slip line theory for geotechnical materials ——the application of generalized plastic theory

ZHENG Ying\|ren 1, WANG Jing\|lin 1, ZHU Xiao\|kang 1 (1 Logistic Engineering Unviersity, Chongqing\ 400041, China)  
The slip line theory based on the associated flow rule for traditional plastic theory is not accord with the experiment for geotechnical material and the stress characteristic line is not coincide with the velocity line. It is proved that the plastic potential surface intersects the M\|C yield surface with an angle, so that the velocity line must be studied by non\|associated flow rule. In this paper, the generalized plastic mechanics is briefly introduced and the generalized plastic potential formula with three plastic potential functions is given. The yield surfaces are related to the plastic potential surfaces, but it does not means that they are always the same. The velocity slip line equations based on the generalized plastic mechanics(non\|associated flow rule) are derived, which are independent of the M\|C yield condition. Whereas, the stress characteristic line equation is always related to the M\|C yield condition. The angle between the velocity line and the stress characteristic line is φ/2 at every point of intersection. The Prandtl solution of the flat\|roofed obtuse wedge is used as an example for illustration.
【Fund】: 国家自然科学基金资助项目! (196 72 0 73)
【CateGory Index】: TU457
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 ;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
2 KONG Wei-xue1,DENG Chu-jian2,RUI Yong-qin1,ZHENG Ying-ren2(1.School of Resources & Civil Engineering,Northeastern University,Shenyang 110004,China;2.Department of Architectural & Civil Engineering,Logistical Engineering University,Chongqing 400041,China.);FEM Analysis of Associated and Non-associated Flow Rules in Theory of Slip Line Field[J];Journal of Northeastern University(Natural Science);2007-03
3 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
4 Zheng Yingren1,Deng Chujian1,2,Wang Jinglin1(1.Logistical Engineering University,Chongqing 400041,China;2.No.6 Air Defense Engineering Department of PLA Air Force,Hengyang,Hunan 421001,China);The study of slip line field and upper bound method based on the non-associated flow rule[J];Engineering Sciences;2010-08
5 WU Hongjun,MA Hongjian,CHENG Xiaoming(Guangzhou Headquarters of China Railway Tunnel Group Co.,Ltd.,Guangzhou 510080,China);Study on Ultimate Lateral Load-bearing Capacity of Shallow Foundations with Columns[J];Tunnel Construction;2008-03
6 ZHU Jian-kai,DENG Chu-jian,CHEN Jin-feng(Logistical Engineering University,Chongqing 400041,China);General expression of equivalent generalized Mises transformation formula for Mohr-Coulomb yield criterion under plane strain condition[J];Journal of Hydraulic Engineering;2006-07
7 Wang Jinglin, Deng Chujian, Zheng Yingren, Chen Yuyao(Department of Civil Engineering, Logistic Engineering University, Chongqing 400041 China) (Air Force Survey and Design Institute of Guangzhou Military District, Guangzhou 510000 China);FINITE ELEMENT METHOD OF UPPER BOUND THEOREM BASED ON THE GENERALIZED PLASTIC THEORY AND ITS APPLICATION[J];Chinese Journal of Rock Mechanics and Engineering;2002-05
8 ZHENG Ying ren (Department of Military Civil Engineering, Logistical Engineering University, Chongqing 400041, China);New development of geotechnical plastic mechanics-generalized plastic mechanics[J];Chinese Jounal of Geotechnical Engineering;2003-01
9 ZHANG Lu yu,LIU Dong sheng,SHI Wei min (Logistical Engineering University, ChongQing 400041,China);Application of the extended general Drucker-Prager yield criterion to slope stability analysis[J];Chinese Jounal of Geotechnical Engineering;2003-02
10 WANG Jing-lin1, ZHENG Ying-ren1, CHEN Yu-yao2, LI Ke-yu1 ( 1. Logistic Engineering University, Chongqing 400041, China; 2. Air Force Survey and Design Institute of Guangzhou Military District, Guangzhou 510000, China );Discussion on upper-bound method of limit analysis for geotechenical material[J];Rock and Soil Mechanics;2003-04
【Citations】
Chinese Journal Full-text Database 1 Hits
1 郑颖人,刘元雪;The Integral Descent of Operation Platform of Reinforced Concrete Chimney[J];JOURNAL OF NINGXIA INSTITUTE OF TECHNOLOGY(NATURAL SCIENCE);1996-S1
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZOU De-bing~1,ZHANG Jian-hai~1,LIU Lin~1,LI Chang-yu~2(1.School of Hydraulic Eng.,Sichuan Univ.,Chengdu610065,China;2.Beijing Hydroelectric Investigation & Design Inst.of SPC,Beijing108000,China);Study on the stress and stability of house-dam block structure of Tuka hydro-project[J];Building Science Research of Sichuan;2005-03
2 Zheng Dongming;FEA of Effect of Soft Cushion for Composite Ground Reinforced by CFG Piles[J];UNDERGROUND SPACE;1999-02
3 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
4 HUANG Yu-bin et al;Secondary Stress, Radius and Displacement in Plastic Zone of Cylinder Tunnel under 3-D Stress[J];Underground Space;2004-01
5 LIU Wei;Investigation on Reasonable Clear Interval of Small-interval Tunnel for the Freeway[J];Underground Space;2004-03
6 ZHAI Suo-ye 1 , HUO Xian-guo 2 (1. College of Engineering, SUST··, Taian, Shandong 271021, China; 2. Liangzhuang Mine of Shandong Xinwen Mine Group, Xintai 271219, China);Solution of D-P Criterion of Plastic District of Surrounding Rock of Roadway[J];;2005-02
7 CHENG Cai-xia,ZHAO Jun-hai,WEI Xue-ying(School of Civil Engineering,Chang'an University,Xi'an 710061, China);Solution of Ultimate Load for Acute Wedge by Unified Slip Line Field Method and Finite Element Method[J];Chinese Journal of Underground Space and Engineering;2005-06
8 YAN Chang-wu,ZENG Xiang-yong,DENG An-fu(College of Civil Engineering,Chongqing University,Chongqing 400045,China);Nonlinear Numerical Analysis of Layered Soil Foundation under the Effect of Rectangular Shallow Foundation[J];Chinese Journal of Underground Space and Engineering;2006-05
9 YANG Yongxin1,GAO Jianhong1,GAO Jianming2,FENG Yuqin1 (1.Architecture and Civil Engineering School,UIST Baotou,Baotou 014010;2.Inner Mongolia Electric Power and Survey Design Institute,Hohhot 010010,China);Numerical analysis about the ultimate bearing capacity of two-layer foundation[J];Journal of Baotou University of Iron and Steel Technology;2003-02
10 Feng Shilun, Wang Jianhua, Lin Yang and Sun Bin;Finite Element Analysis of Turning Work Behavior of Crawling-in-mud Manipulator[J];Ship Engineering;2003-05
China Proceedings of conference Full-text Database 9 Hits
1 WANG Jianhua~1 Liu Zhenwen (1:Geotechnical Engineering Institute of Tianjin University,Tianjin 300072 2:CNPC Research Institute of Engineering Technology,Tianjin 300451);Experimental Researches on Unconsolidated-Undrained Cyclic Strength and Deformation of the Soft Clay[A];[C];2008
2 Zhou Gui-yang~1 Zai Jin-min~2 (1,2Nanjing University of Technology,jiangsu nanjing 210009);The Accurate Solution of Ultimate Bearing Capacity of Gravity Soil[A];[C];2007
3 Wang Gang Ji Shun-ying Lu He-xiang Yue Qian-jin (State Key Laboratory of Structural Analysis for Industrial Equipments,Department of Engineering Mechanics,Dalian University of Technology,Dalian 116024,China);Generalized Twin Shear Viscoelastic-plastic Constitutive Model For Sea Ice[A];[C];2006
4 YE Jian-hong~1 YU Jin-shui~1 LIU Xue-fei~2 WANG Ya-feng~1 (1.School of Engineering and Technology,China University of Geosciences,Beijing 100083,China;2.School of the Earth Sciences and Resources,China University of Geosciences,Beijing 100083,China);EXPERIMENTAL RESEARCH ON THE DIFFERNENCE BETWEEN MAXIMUM TENSILE STRAINS OF DIFFERENT ROCK SPECIMENS UNDER UNIAXIAL COMPRESSINGAND SPLITTING LADS[A];[C];2005
5 JIANG Peng-ming LU Chang-feng (Department of Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, China);Rigorous solution method for earth pressure under discontinuous surface[A];[C];2008
6 Xu Jun,Zheng Yingren (Logistical Engineering University,Chongqing 400041 China);SOME PROBLEMS OF NUMERICAL SIMULATION OF ROCK MECHANICS[A];[C];2000
7 Li Qingqi,Gong Guozhi,Li Jie (Wuhan University of Hydralic and Electric Enginneering,Wuhan 430072 China);STABILITY ANALYSIS OF A HIGHWALL WATER INTAKE SLOPE[A];[C];2000
8 YANG Yongtao~1,ZHANG Jianhai~1,WANG Huijuan~1,XU Yuanjin~1,LU Mingan~2, YANG Xibin~3,LIAO Yinghan~4 (1.School of Hydraulic Power,Sichuan University,Chengdu,Sichuan 610065,China;2.Guangxi Hydro-power Investigation and Design Inst.,Nanning,Guangxi 530023,China;3.Baise Wacun Hydro-power Ltd.of Development,Baise,Guangxi 410010, China;4.Baise Hydro-power Design Inst.,Baise,Guangxi 410010,China);THE STUDY OF REINFORCEMENT MEASURES OF 4TH DAM BLOCK OF NABI RCC DAM AT GUANGXI PROVINCE,TIANLIN COUNTY[A];[C];2010
9 WANG Jiaquan~1,ZHOU Jian~(2,3),CONG Lin~4,DENG Yibing~5 (1.Department of Civil Engineering,Guangxi University of Technology,Liuzhou,Guangxi 545006,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;4.Key Laboratory of Road and Traffic Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;5.College of Ocean Environment and Engineering,Shanghai Maritime University,Shanghai 200135,China);ANALYSIS BETWEEN NUMERICAL AND FIELD TESTS OF HIGH FILL REINFORCED WIDENING EMBANKMENT[A];[C];2010
【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 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
3 ZHAO Shangyi et at.;FEM for Analysis of Slope Stability[J];Underground Space;2001-S1
4 DENG Chu jian;Lower Bound Limit Analysis with Finite Elements and Its Applications[J];Underground Space;2003-02
5 TANG Fen~(1,2) ZHENG Ying-ren~1 (1.Department of Military Construction Engineering,Logistic Engineering University,Chongqing 400041,China;2.Chongqing Communications University,Chongqing 400042,China);Mechanism Analysis on Dual Reduction Factors about the Progressive Failure of Slope[J];Chinese Journal of Underground Space and Engineering;2008-03
6 Zhu Weishen;Zhang Guagn [;Sinsitivity Analysis of influence of Jointed Rock Parameters on Damaged Zoneof Surrounding Rock[J];;1994-01
7 Chen Lun, Guo Ruiping and Li Guangxin (Dept of Hydraulic Engineering, Tsinghua University, Beijing 100084);Study on Prevention of Frost Heaving of Reinforced Soils[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1996-04
8 CHEN Zhou yu, MA Shi dong (Civil Engineering Department, Huaqiao University,Quanzhou 362011,China);Experimental study on reinforced retaining wall by artificial textile on super-soft soil foundation[J];Journal of Yangtze River Scientific Research Institute;2001-06
9 SHI Ming lei,SHAO\ Li,YAO Dai lu (Institute of Traffic Engineering,Southeast University Postcord,Nanjing 210096,China);Design and Analysis of Geosynthetic Reinforced Flyash Retaining Wall[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1999-03
10 WU Meng jun (Department of River & Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China);The appliance of upper bound limit analysis to highway slope stability[J];Journal of Chongqing Jiaotong Institute;2002-03
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 ZHAO Xin1,CHEN Xuejun2,LI Xiaohong3,ZHU Zhizheng4 ( 1. China University of Geosciences Wuhan,Wuhan 430074,China; 2. Guilin University of Technology,Guilin 541004,China; 3. Guangxi Technical College of Water Resources and Electric Engineering,Nanning 530023,China; 4. Hubei University of Technology,Wuhan 430068,China);An mechanism study of excavation soilmass deformability of unloading under undrainage (Ⅰ)[J];Sichuan Building Science;2010-05
2 ZHAO Xin1,CHEN Xuejun2,LI Xiaohong3,ZHU Zhizheng4(1.China University of Geosciences,Wuhan 430074,China;2.Guilin University of Technology,Guilin 541004,China;3.Guangxi Technical College of Water Resources and Electric Engineering,Nanning 530023,China;4.Hubei University of Technology,Wuhan 430068,China);An mechanism study of excavation soilmass deformability of unloading under undrainage(Ⅱ)[J];Sichuan Building Science;2010-06
3 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
4 Liu Yilin1,2,3,Huang Maosong1(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092;2.Research Institute of Highway Ministry of Communications,Beijing 100088;3.Key Laboratory of Road Construction & Material of Ministry of Communications,Beijing 100088);Bearing Capacity Behaviors and Failure Modes of Foundation under Highway Subgrade[J];Chinese Journal of Underground Space and Engineering;2010-01
5 PENG Yun1, YUAN Zheng-qiang2, ZHONG Zu-liang2(1.School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang Sichuan 621010,China;2.College of Civil Engineering,Chongqing University,Chongqing 40045,China);Object Oriented FEM Programming for Soil Nonlinear Analysis[J];Journal of Jiangxi Normal University(Natural Sciences Edition);2009-05
6 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
7 ZHANG Jia-fa1,JIAO Jiu-jiu2(1.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan 430010,China;2.Department of Earth Sciences,The University of Hong Kong,Hong Kong,China);Influence of Grain Shape on Characteristics of Pores and Seepage in Porous Media[J];Journal of Yangtze River Scientific Research Institute;2011-03
8 ZHANG Liang1,ZENG Yi-jiang2,LUO Jie1(1.Hunan Communications Research Institute,Changsha 410015,China;2.School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Bearing capacity of foundations above caves based on incremental load method[J];Journal of Railway Science and Engineering;2009-04
9 KONG Wei-xue1,DENG Chu-jian2,RUI Yong-qin1,ZHENG Ying-ren2(1.School of Resources & Civil Engineering,Northeastern University,Shenyang 110004,China;2.Department of Architectural & Civil Engineering,Logistical Engineering University,Chongqing 400041,China.);FEM Analysis of Associated and Non-associated Flow Rules in Theory of Slip Line Field[J];Journal of Northeastern University(Natural Science);2007-03
10 JIANG An-nan(Institute of Road and Bridge Engineering,Dalian Maritime University, Dalian 116026, China);Progressive failure and ultimate bearing capacity of foundation based on strain controlling loading numerical test[J];Journal of Dalian Maritime University;2009-04
China Proceedings of conference Full-text Database 6 Hits
1 CHENG Zhan-lin, WU Liang-ping, DING Hong-shun (Key Laboratory of Geotechnical Mechanics and Engineering of The Ministry of Water Resources, Yangtse River Scientific Research Institute, Wuhan 430010, China);Research on movement of particle of fabric of granular material[A];[C];2007
2 CHENG Zhan-Iin,WU Liang-ping,DING Hong-shun (Key Laboratory of Geotechnical Mechanics and Engineering of The Ministry of Water Resources,Yangtse River Scientific Research Institute,Wuhan 430010,China);Research on movement of particle of fabric of granular material[A];[C];2007
3 LIN Yong-liang~1 LI Xin-xing~2 (1. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; 2. R&D Department, Shanghai Tunnel Engineering and Rail Transit Design & Research Institute, Shanghai 200070, China);Research on critical height of reinforced slopes under seismic load[A];[C];2008
4 LI Xin-xing (Shanghai Tunnel Engineering and Rail Transit Design & Research Institute,Shanghai 200070,China);Research on Critical Height of Reinforced Slope With Composite Reinforcement Mechanism[A];[C];2008
5 LI Xiu-juan YANG Jun-jie College of Environmental Science and Engineering,Ocean Univ of China,Qingdao,Shandong 266100,China; YUAN Xiao-jun Qingdao Institute of Marine Geology,Qingdao,Shandong 266071,China; WANG Yan-feng National Marine Standards and Metrology Center,Tianjin 300112,China;The Application of Reinforcement's Quasi-Cohesive-Force-Law on the Upper-Bound Method of Limit Analysis[A];[C];2008
6 WANG Lizhong~1,SHU Heng~(1,2) (1.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou,Zhejiang 310027,China; 2.CCCC Second Highway Consultants Co.,Ltd.,Wuhan,Hubei 430056,China);APPLICATION OF HILL'S STABILITY CONDITION TO BEARING CAPACITY COMPUTATION OF FOUNDATION WITH FINITE ELEMENT METHOD[A];[C];2010
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved