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《Underground Space》 2001-S1
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Reliability Analysis of Gravity Retaining Wall under Ground Water

WANG Ping et al.  
Firstly, the failure models of gravity retaining wall without ground water are analyzed in this paper. Then, the failure probability of gravity retaining wall by reliability theory is analyzed as well. Finally, the soil parameters are taken as uncertain variables and the example shows that the method can give a com prehensive judgement of gravity retaining wall.
【CateGory Index】: TU476.4
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Chinese Journal Full-text Database 1 Hits
1 Chen Changfu Peng Xiaoming (Dept of Civil Engineering,Hunan Univ,410082,Changsha,P R China);Reliability Optimization of Outside Stability for Soil nailed Wall[J];JOURNAL OF HUNAN UNIVERSITY(NATURNAL SCIENCE);1999-02
Chinese Journal Full-text Database 10 Hits
1 ZHU Ming,XIE Tao (College of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Instability and reliability analysis of the backfilled retailing wall[J];Building Science Research of Sichuan;2003-01
2 Zhang Kunyoung(Geotechnical Institution of Hohai University,Nanjing,210098)Zou Yueqiang(Civil Engineering School of Hefei University of Technology,Hefei,230009);ANALYSIS ON WORKING STATUS OF COMBOUND RETAINING STRUCTURE[J];Journal of Anhui Institute of Architecture;2002-03
3 WANG Ya-jun, TAO Ming-tao, YANG Hai-yan & HUANG Ping (School of Mechano-Electronics Engineering, Beijing Institute of Technology, Beijing 100081, China);STATISTICS OF ENVIRONMENT ACCIDENTS IN CHINA DURING JUNE TO SEPTEMBER IN THE YEAR 2001[J];Journal of Safety and Environment;2001-05
4 YANG Jing;Primary Study on Pile-soil Mass Interaction[J];Underground Space;2004-03
5 LI Wei-shu,HUANG Zhi-peng,DING Xiu-li,WU Ai-qing(Yangtze River Scientific Research Institute,Wuhan 430010,China);Test Research on Horizontal Push Based on Calculating width of Anti-slide Pile[J];Journal of Yangtze River Scientific Research Institute;2005-05
6 WU Heng li (Department of Bridge & Structure Engineering Chongqing Jiaotong University,Chongqing 400074,China);The total process nonlinear analysis of lateral loaded pile and witch controlled design——composite stiffness principle with biparameter method[J];Journal of Chongqing Jiaotong Institute;2001-S1
7 MA Li-ying (Dept. of Traffic Engneering, Dalian Railway nstitute, Dalian 116028, China);An Analytical Solution of Internai Force and Deformation for Anchorage Lengfh of Abti-slide Pile in Layered Rock Mass[J];Journal of Dalian Railway Institute;2003-02
8 GUI Shu-qiang Faculty of Engineering, China University of Geosciences, Wuhan430074, China;Design Method for Using Stabilizing Piles with Pre-stressed Anchored Cables in Landslide Remediation Works[J];;2005-02
10 DAI Zi - hang1, PENG Zhen - bin21. College of Civil Engineering, Hunan University, Changsha 4l0082;2. College of Resources, Environment and Civil Engineering, Central South University, Changsha 4l0083;IMPROVEMENTS AND APPLICATIONS IN "K" METHOD OF INTERMAL FORCES CALCULATION OF STABLLIZING PILES[J];Geology and Prospecting;2002-03
【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 Chen Fu-jian~(1,2),Huang Shi-bin~3,Bao Hui-ming~2(1.School of Transportation Engineering,Tongji University,Shanghai 200092,China;2.Civil Engineering College of Guilin University of Technology,Guilin 541004,China;3.Civil Engineering Department of Guangxi University of Technology,Liuzhou 545006,China);The System Reliability of Anti-slide Pile and Their Calculating Models[J];Earthquake Resistant Engineering and Retrofitting;2009-06
2 SUN Yong(Key Laboratory of Karst Environment and Geohazard Prevention of Ministry of Education,Guizhou University,Guiyang 550003,China);Research on the calculation of stochastic m-method of the anti-slide pile with the excavation of front soil[J];Hydrogeology & Engineering Geology;2009-02
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