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《Engineering Mechanics》 2013-09
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STABILITY ANALYSIS OF SLOPES REINFORCED WITH GRAVITY WALLS UNDER THE EARTHQUAKE LOADING

LUO Yu;XU Qiang;HE Si-ming;HE Jin-chuan;Institute of Mountain Hazards and Environment,Key laboratory of Mountain Hazards and Surface Process,CAS;State key laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technoloy);Graduated Univ. of Chinese Academy of Sciences;Southwest Municipal Engineering Design & Research Institute of China;  
Seismic stability analysis is based on the certain potential sliding surface and the yield acceleration of a slope.The potential sliding surface is considered to be a composite of a number of straight lines,and then the potential sliding mass is divided into a number of triangular wedges by a series of inclined straight lines.By the assumption that the slope material obeys a Mohr-Coulomb criterion,the upper bound method and multi-wedge translations mechanism are used to calculate the rate of external work and the rate of energy dissipation for each triangular wedges,respectively,and so to establish the multivariate function to calculate the yield acceleration of reinforced slope.The yield acceleration and the corresponding potential sliding surface can be obtained by optimization.Thence,a new approach is presented in this study to consider the seismic stability of gravity retaining walls.At last,an example is shown to illustrate the method.The influence of shear strength parameters and wall roughness to the yield acceleration and potential sliding surface are analyzed.
【Fund】: 国家科技支撑项目(2011BAK12B03);; 地质灾害与地质环境保护国家重点实验室开放基金项目(SKLGP2012K024);; 国家自然科学基金项目(41272346)
【CateGory Index】: U416.14
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【Citations】
Chinese Journal Full-text Database 5 Hits
1 YANG Xiao-li , LI-liang , LIU Bao-chen (Civil & Architectural Engineering College, Central South University, Changsha 410075, China);INFLUENCES OF A NONLINEAR FAILURE CRITERION ON PASSIVE EARTH PRESSURE[J];Engineering Mechanics;2004-01
2 HE Si-ming1,2,ZHANG Xiao-xi3,OUYANG Chao-jun1,2(1.Key Laboratory of Mountain Hazards and Surface Process,Chinese Academy of Science,Chengdu,Sichuan 610041,China; 2.Institute of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu,Sichuan 610041,China; 3.Schoole of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China);STATIC-DYNAMIC STABILITY OF PRE-PILED FOR HIGH CUTTING SLOP WITH NONLINEAR FAILURE CRITERION[J];Engineering Mechanics;2011-12
3 HE Si-ming1,2,WU Yong1,2,LI Xin-po1,2(1.Key Laboratory of Mountain Hazards and Surface Process,Chinese Academy of Science,Chengdu,Sichuan 610041,China; 2.Institute of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu,Sichuan 610041,China);FAILURE MECHANISM OF DANGEROUS ROCK UNDER SEISMIC TENSION-SHEAR ACTION[J];Engineering Mechanics;2012-04
4 HE Si-ming1,2,ZHANG Xiao-xi3,OUYANG Chao-jun1,2(1.Key Lab.of Mountain Hazards and Surface Process,Chinese Academy of Sci.,Chengdu 610041,China;2.Inst.of Mountain Hazards and Environment,Chinese Academy of Sci.,Chengdu 610041,China;3.School of Civil Eng.,Southwest Jiaotong Univ.,Chengdu 610031,China);Static-dynamic Response and Permanent Displacement Forecast for High Cutting Slope Pre-reinforced by Pile[J];Journal of Sichuan University(Engineering Science Edition);2010-05
5 LUO Yu1,2,3,HE Si-ming12,,OUYANG Chao-jun1,2,WU Yong12,(1.Inst.of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu 610041,China;2.Key Lab.of Mountain Hazards and Surface Process,Chinese Academy of Sciences,Chengdu 610041,China;3.Graduated Univ.of Chinese Academy of Sciences,Beijing 100049,China);Stability Analysis of Pile and Anchor Composite Structure Reinforced Slope Under the Earthquake Loading[J];Journal of Sichuan University(Engineering Science Edition);2010-S1
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHAO Shangyi et at.;FEM for Analysis of Slope Stability[J];Underground Space;2001-S1
2 DENG Chu jian;Lower Bound Limit Analysis with Finite Elements and Its Applications[J];Underground Space;2003-02
3 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
4 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
5 Hu Xiaodong;Liu Changzhong (Transportation Designing Insitute);ONE METHOD OF SLOVING THE ACTIVE EARTH PRESSURE OF RETAINING WALL[J];JOURNAL OF CHANGSHA COMMUNICATIONS UNIVERSITY;1998-02
6 LUO Heng1,2,ZHAO Lian-heng1,LI Liang1,YANG Feng1, DANG Han-cheng1,YANG Xiao-li1(School of Civil and Architectural Engineering Central South University,Changsha 410075,China;2.Hunan Provincial Communications Department,Changsha 410011,China);Bearing capacity calculation of strip footing under inclined loads with upper bound theorem and SQP method[J];Journal of Railway Science and Engineering;2008-04
7 LIN Song(School of Civil & Architectural Engineering,Central South University,Changsha 410075,China);Calculation of passive earth pressure with nonlinear failure criterion[J];Journal of Railway Science and Engineering;2008-04
8 HUANG Xin1,WANG Jin-ming2,HUANG Fu2(1.Hunan Communication Polytechnic,Changsha 410004,China;2.School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Displacement analysis of tunnels crossing river and bridge foundations[J];Journal of Railway Science and Engineering;2009-05
9 WANG Fei 1,2 , LUAN Mao tian 1, 2 , ZHU Ju fen 3, TU Sheng 1,2 ( 1. Dept. of Civil Eng., Dalian Univ. of Technol., Dalian 116024, China; 2. State Key Lab. of Coastal and Offshore Eng., Dalian Univ. of Technol., Dalian 116024,;Shakedown analysis of soil structures based on elasto-plastic FEM[J];Journal of Dalian University of Technology;2001-03
10 QUE Yun,HU Chang-bin(College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350002,China);Upper limit analysis on stability of soil-nailed slope by slice techniques[J];Journal of Fuzhou University(Natural Science Edition);2009-01
China Proceedings of conference Full-text Database 3 Hits
1 HE Si-ming~(1,2),WU Yong~(1,2),LI Xin-po~(1,2) (1.Key laboratory of Mountain Hazard and Surface Process,Chinese Academy of Sciences,Chengdu 610041,China; 2.Chengdu Research Institute of Environment and Disaster in Mountationous Regions Chinese Academy of Sciences,Chengdu 610041,China);Research on eroded start mechanism of channel debris flow[A];[C];2007
2 FAN Wen~(①②) YU Maohong~①LIN Yongliang~②CHEN Liwei~②WU Lihui~②(①School of Civil Engineering and Mechanics,Xi'an Jiaotong University,Xi'an 710049)(②School of Geological Engineering and Surveying Engineering,Chang'an University,Xi'an 710054);ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY[A];[C];2002
3 KONG Heng~1,WANG Mengshu~2,ZOU Biao~3 (1.Beijing Municipal Engineering Group Co.,Ltd.,Beijing 100045; 2.Beijing Jiaotong University,Beijing 100083; 3.Beijing Municipal Engineering Research Institute,Beijing 100037 );Analysis on Mechanical Behavior of Advance Reinforced Soil Ahead of Working Face in Shallow Tunnels[A];[C];2010
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 YANG Xiao li 1,LI Liang 1,LI Ke kun 2(1.Civil Architectural Engineering College,Central South University,Changsha 410075,China;2.4th Engineering Bureau of Ministry of Railways,Fuyang 236024,China);Bearing Capacity Analysis of Subgrade Soil Using Upper Bound Finite Element Method[J];Journal of Changsha Railway University;2002-01
2 DING Yan hui ① WANG Yu qing② SUN Jin zhong③ TANG Yun ④ (①Seismological Bureau of Beijing, Beijing 100080) (②Academy of Architecture Research, Metallurgy ministry, Beijing 100088) (③China University of Geoscience, Beijing 100083);RESEARCH ON THE METHOD FOR PREDICTION OF EARTHQUAKE-INDUCED LANDSLIDES AND ITS APPLICATION TO ENGINEERING PROJECTS[J];Journal of Engineering Geology;2000-04
3 HE Si-ming,WANG Quan-cai(Chengdu Research Inst.of Environment and Disaster in Mountationous Regions of Chinese Academy Science,Chengdu 610041,China);Study on Long-term Strength Index of High Cut Slope[J];Journal of Sichuan University (Engineering Science Edition);2005-06
4 HE Si-ming,LI Xin-po (Inst.of Mountain Hazards and Environment,Chinese Academy of Sci.,Chengdu 610041,China);Study on the Interaction Between High Cutting Slope and Pre-embedded Piles[J];Journal of Sichuan University(Engineering Science Edition);2008-03
5 LUO Yu1,2,HE Si-ming1,2,HE Jin-chuan3(1.Key Lab.of Mountain Hazards and Surface Process,Chinese Academy of Sci.,Chengdu 610041,China;2.China Inst.of Mountain Hazards and Environment,Chinese Academy of Sci.,Chengdu 610041,China;3.Faculty of Land Resource Eng.,Kunming Univ.of Sci.and Technol.,Kunming 650093,China);Study on Pre-reinforced Road Filling Slope Anti-sliding Piles[J];Journal of Sichuan University(Engineering Science Edition);2009-06
6 HE Siming (Institute of Mountain Hazards and Environment,Chinese Academy of Sciences & Ministry of Water Conservancy,Chengdu 610041,China);Interaction of Pre-reinforced Pile-soil of High Cutting Slope[J];Journal of Mountain Science;2006-05
7 DONG Zhi-gao~1,WU Ji-min~1,WANG Wen-yuan~2,WANG Kun~2(1.College of Civil Engineering,Hohai University,Nanjing 210098,China;2.Kunming Investigation,Design and Research Institute,State Power Corporation,Kunming 650051,China);Stability analysis of avalanche deposit slopes under earthquake action[J];Advances in Science and Technology of Water Resources;2006-05
8 LI Liang, LIU Bao shen (Research Center of Geotechnique and Underground Engineering , Central South University, Changsha 410075, China);Lower bound limit analysis for slope bearing capacity during the rainfall[J];Journal of The China Railway Society;2002-04
9 YANG Qinghua,YAO Lingkan,REN Ziming,GAO Zhaoning(School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China);CENTRIFUGAL MODEL TEST ON DYNAMICAL CHARACTERISTICS OF LANDSLIPS OF LOOSE SLOPE UNDER SEISMIC LOADING[J];Chinese Journal of Rock Mechanics and Engineering;2008-02
10 HE Siming1,2,LI Xinpo1,2 (1. Key Laboratory of Mountain Hazards and Surface Process,Chinese Academy of Sciences,Chengdu,Sichuan 610041,China; 2. Institute of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu,Sichuan 610041,China);STUDY ON PRE-REINFORCED HALF-TUNNEL STRUCTURE IN HIGH CUT SLOPE[J];Chinese Journal of Rock Mechanics and Engineering;2008-S2
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