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ZHU Dayong(Nanjing Engineering Institute, Nanjing 210007,China)  
The true solution for the bearing capacity factor, Nγ, due to soil self-weight has not been assessed, By use of equivalence of limit analysis method and limit equilibrium method, the most dangerous kinematically admissible failnre mechanism is elaborately constructed, resulting in the upper-bound solution for N. as low as possible. The effects on Nγ of the inclinations of load, footing base and ground surfaCe have been evaluated. Approximate closed-form expressions for these modifiers are suggested and comparisons are made with current solutions.
【CateGory Index】: TU470
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1 ZHENG Ai-yuan(Scientific Research Institute of China Railway Tunnel Group,Luoyang 471009,Henan,China);Three-dimensional Analytic Solution for Ultimate Bearing Capacity of Ground under Complicated Loading Conditions[J];Tunnel Construction;2006-04
2 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
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1 Chen Zuyu (Department of Geotechnical Engineering,China Institute of Water Resources and Hydropower Research,Beijing,100044) Gao Feng (Design Institute of Changjiang Water Resources Commission,Wuhan,430010);Numerical Analysis of Foundation Bearing Capacity[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1997-05
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4 Cheng Yongfeng,Shao Xiaoyan,Zhu Quanjun (Electric Power Construction Research Institute,State Power Corporation,Beijing,100055);Current Situation of Foundation Works and Existing Problems for Transmission Lines in China[J];Electric Power Construction;2002-03
5 Du Chengbin Ren Qingwen (College of Civil Engineering, Hohai University, Nanjing 210098, China);A New Three-Dimensional Nonlinear Interface Element for Modeling Joints[J];Journal of Southeast Univwrsity(Natural Science Edition);2001-04
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8 Gu Baohe;Cause and Effect of the Bearing Capacity of Foundation[J];Geotechnical Investigation & Surveying;2004-03
9 CHEN Lun , CHANG Dong-dong , LI Guang-xin (Tsinghua University, Beijing 100084);FINITE ELEMENT ANALYSIS OF BEARING CAPACITY OF A SINGLE DX PILE[J];Engineering Mechanics;2002-06
10 ZOU Guang-dian , JIANG Wan-ying(Nanjing Hydraulic Research Institute, Nanjing 210024, China);NUMERICAL SIMULATION OF ULTIMATE BEARING CAPACITY OF COMPLEX FOUNDATION[J];Engineering Mechanics;2005-02
【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 YANG Hongpo1,2,XIE Xinyu2,XIE Kanghe2(1.Shenzhen Geotechnical Engineering Co.Ltd.,shenzhen 518028,China;2.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,China);Analysis of Bearing Capacity for Strip Footings by Reproducing Kernel Particle Method[J];Bulletin of Science and Technology;2010-06
2 MEI Ling,MEI Guo-xiong,SONG Lin-hui,ZAI Jin-min(College of civil and engineering,Nanjing University of Technology,Nanjing 210009,China);Method for the calculation of ultimate bearing capacity of foundation based on 3D failure surface[J];Hydrogeology & Engineering Geology;2009-02
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1 LuanMao-tian LinGao GuoYing(Dalian University of Technology)w.F.Chen AustinD.Pan YeonKang Wang(Purdue University,USA);GeneralizedSliding-Wedge Method and lts Application to Stability Analysis in Soil Mechanics[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1995-04
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