Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《MECHANICS AND ENGINEERING》 1999-04
Add to Favorite Get Latest Update

THE UPPER-BOUND SOLUTIONS FOR BEARING CAMCITY ACTOR N_γ UNDER COMPLEX CONDITIONS

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
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 2 Hits
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
【Citations】
Chinese Journal Full-text Database 1 Hits
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
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 FU Hai-ying~1,FENG Jun~1,LI You-ming~2(1.School of Civil Engineering, Southwest Jiaotong University,Chengdu610031,China;2.Second Engineering Bureauo of MOR,Chengdu610031,China);On the interaction between the super sized girder carrier and the foundation of the casting yard[J];Building Science Research of Sichuan;2005-03
2 ZHOU Zhong,FU He lin,LI Liang(Civil Architectural Engineering College,Central South University,Changsha 410075,China);Theoretical Solution of Bearing Capacity of Shallow Circular Foundation[J];Journal of Changsha Railway University;2002-03
3 JIA Jian min 1, TIAN Wen bin (1 Shanxi Electric Power Exploration and Design Institute,Taiyuan 030001,China;2 Taiyuan No.1 Thermal Power Plant,Taiyuan 030021,China);Optimum Design of Independent Iron Tower Foundation[J];Journal of Electric Power;2001-03
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
6 WANG Ge-li;TREATMENTS OF THE ROADBED IN KARST COLLAPSE OF NING-HENG ROAD[J];Geology and Prospecting;2001-03
7 Gao Dazhao et al.;Discussions on Issues of Methods for the Determination of Bearing Capacity of Foundation[J];Geotechnical Investigation & Surveying;2004-03
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
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
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
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved