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《Journal of Chongqing Jiaotong University(Natural Science)》 2011-S1
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Failure Mechanism of Abutment Slope Sliding in Meizoseismal Area

LIU Rong-can~(1,2),TANG Hong-mei~1,JIANG Jin-chi~2,LIU Jun~2 (1.Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China; 2.Institute of Geology & Mineral Resources of Chongqing,Chongqing 400042,China)  
Aiming at the phenomenon a large number of abutment slopes have sliding failure in Wenchuan Earthquake,a theoretic study of abutment slope sliding under seismic effect is carried out.According to Mises flow rule,the abutment slope sliding velocity as well as its angle between sliding lines under earthquake are obtained.In that case,the energy consumption of the work force acting on the slope and the plastic flow is obtained.And then,on the basis of principle that the work done by external forces is equivalent to internal energy consumption,the maximum slope seismic active earth pressure and the corresponding angle of sliding surface are finally got.Integrating the energy dissipation theory and the dynamic response to slope slide,the safety assessment of slope sliding under seismic effect is carried out.
【CateGory Index】: U442.55
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【Citations】
Chinese Journal Full-text Database 5 Hits
1 XU Nian-chun1,SHI Wei-li2,SHI Dong-hong3(1.Chongqing University of Science & Technology,Chongqing 401331,China;2.Zhejiang Design Institute of Water Conservancy and Hydroelectric Power,Zhejiang 310002,China;3.Chongqing Survey Institute,Chongqing 400020,China);Finite Element Analysis on Dynamic Coefficient for Slopes Subjected to Earthquake Load[J];Chinese Journal of Underground Space and Engineering;2008-06
2 DU Xiu-li~1 HAN Qiang~(1,2) LI Zhong-xian~3 LI Li-yun~1 CHEN Shao-feng~4 ZHAO Jian-feng~5 1.The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100022,China; 2.Department of Civil Engineering,Tsinghua University,Beijing 100084,China; 3.College of Civil Engineering,Tianjin University,Tianjin 200072,China; 4.College of Transtportation,Harbin Institute of Technology,Harbin 150090,China; 5.College of Civil Engineering,Qingdao Technological University,Qingdao 266003,China;The Seismic Damage of Bridges in the 2008 Wenchuan Earthquake and Lessons From Its Damage[J];Journal of Beijing University of Technology;2008-12
3 TANG Hong-mei,LIU Rong-can,CHEN Hong-kai(Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Calculation Method and Application of Abutment Slipping Under Earthquake[J];Highway;2010-03
4 LI Hong-jing1,LU Ming2,WEN Zeng-ping3,LUO Ren1(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085,China;3.Institute of Geophysics,China Earthquake Administration,Beijing 100081,China);Characteristics of bridge damages in Wenchuan earthquake[J];Journal of Nanjing University of Technology(Natural Science Edition);2009-01
5 ZHANG Peng,CHEN Xin-min,WANG Xu-dong(College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);Analysis of near-fault ground motion and seismic landslide failure mode in Wenchuan earthquake[J];Journal of Nanjing University of Technology(Natural Science Edition);2009-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LEI Tao,LI Bi-xiong,CAO Peng-jie,SHUN Yuan-kun(Department of Civil Engineering,Sichuan University,Chengdu 610065,Sichuan,China);Analysis on Damage of Near-Faultage Bridges in Wenchuan Earthquake[J];Journal of Chongqing Jiaotong University(Natural Science);2010-03
2 CUI Ying-ming,LIU Jia-min (Chongqing Communications Survey & Design Institute,Chongqing 401121,China);Research on Abutment Sliding Displacement and Trends in Meizoseismal Areas[J];Journal of Chongqing Jiaotong University(Natural Science);2010-06
3 XU Chong, DAI Fuchu, XU Xiwei1) Institute of Geology and Geophysics, Chinese Academy of Sciences, Institute of Geology, China Earthquake Administration, Beijing, 100029;;Wenchuan Earthquake-induced Landslides:an Overview[J];Geological Review;2010-06
4 Wang Li-hui,Du Xiu-li,Han Qiang,Liu Ke(The Key Lab.of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100124,China);Review on Seismic Retrofit Methods of Bridges[J];Earthquake Resistant Engineering and Retrofitting;2009-06
5 TANG Hong-mei,LIU Rong-can,CHEN Hong-kai(Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Calculation Method and Application of Abutment Slipping Under Earthquake[J];Highway;2010-03
6 GONG Jinxin,ZHANG Qin,WANG Xueting(Institute of Structural Engineering,Dalian University of Technology,Dalian Liaoning 116024,Chnia);Comparative Study on Bridge Seismic Design Approaches in Different Specifications Based on Survey of Disaster in Wenchuan Earthquake(1)——Seismic Fortification Criterion and Earthquake Response Calculation[J];Journal of Highway and Transportation Research and Development;2010-09
7 GONG Jinxin,ZHANG Qin,WANG Xueting(Institute of Structural Engineering,Dalian University of Technology,Dalian Liaoning 116024,China);Comparative Study on Bridge Seismic Design Approaches in Different Specifications Based on Survey of Disaster in Wenchuan Earthquake (2)——Seismic Design and Structure[J];Journal of Highway and Transportation Research and Development;2010-10
8 WANG Dong-sheng1,WANG Ji-ying2,SUN Zhi-guo1,LI Xiao-li1(1.Institute of Road and Bridge Engineering,Dalian Maritime University,Dalian 116026,China;2.Liaoning Provincial Communication Survey & Design Institute,Shenyang 110004,China);Unseating Damage to Simply Supported Bridges during Wenchuan Earthquake and Design Countermeasures[J];Journal of Disaster Prevention and Mitigation Engineering;2011-05
9 MENG Qing-li1,YAN Wei-ming2,FENG Jun-he2(1.Institute of Engineering Mechanics,China Seismological Bureau,Harbin 150080,China; 2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China);Shaking Table Testing of Seismic Pounding of High-pier Bridge With an SMA PRM Damper[J];Journal of Beijing University of Technology;2012-02
10 LEI Junqing,SONG Lixun(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Analysis of seismic damage and aseismic behavior of Wenchuan Baihua Bridge[J];Journal of Beijing Jiaotong University;2012-01
China Proceedings of conference Full-text Database 1 Hits
1 XU Chong,DAI Fuchu,XU Xiwei 1) Institute of Geology and Geophysics,Chinese Academy of Sciences,Institute of Geology, China Earthquake Administration,Beijing,100029;;Wenchuan Earthquake-induced Landslides:an Overview[A];[C];2011
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LI Yu-shu~(1,2),GAO Guang-yun~1,LI Tian-bin~2 (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092, China;2.The National Laboratory of Geological Hazard Prevention & Geological Environment Protection of CDUT,Chengdu 610059,China);Analysis of Earthquake Response and Stability Evaluation for Transverse Slope at Secund Tunnel Portal[J];Chinese Journal of Underground Space and Engineering;2006-05
2 College of Earth Sciences,Chengdu University of Technology,Chengdu 610059,China;The huge Wenchuan earthquake and Longmen tectonic belt[J];Journal of Chengdu University of Technology(Science & Technology Edition);2008-04
3 Liu Qifang,Yuan Yifan,Jin Xing,Ding Haiping(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Earthquake Administration of FujianProvince,Fuzhou 350003,China;3.University of Science and Technology of Suzou, Suzou 215011,China);Basic characteristics of near-fault ground motion[J];Earthquake Engineering and Engineering Vibration;2006-01
4 Ma Baoqi① Zhang Shimin① Tian Qinjian② Xie Furen①(①Institute of Crustal Dynamics,China Earthquake Administration,Beijing100085;②China Earthquake Disaster Prevention Center,Beijing100029);THE SURFACE RUPTURE OF WENCHUAN EARTHQUAKE(M 8.0)[J];Quaternary Sciences;2008-04
5 HE Hong-lin1)SUN Zhao-min2)WANG Shi-yuan3)WANG Ji-qiang2)DONG Shao-peng1)1)Institute of Geology,China Earthquake Administration,Beijing 100029,China2)Earthquake Administration of Shandong Province,Jinan 250014,China3)Earthquake Administration of Sichuan Province,Chengdu 100717,China;RUPTURE OF THE M_S 8.0 WENCHUAN EARTHQUAKE[J];Seismology and Geology;2008-02
6 ZHUANG Jian-qi1a,1b,2,CUI Peng1a,1b,GE Yong-gang1a,1b,2,ZHU Ying-yan1a,1b,LIU Ying-hui3,PEI Lai-zheng1a,1b,2(1a.Key Laboratory of Mountain Hazards and Land Surface Processes;1b.Institute of Mountain Hazards and Environment,CAS,Chengdu 610041,China;2.Graduate School,CAS,Beijing 100049,China;3.Lanzhou University,Lanzhou 730107,China);Distribution Characteristics and Impact Factors Assessment of Collapses and Landslides Caused by 5.12 Wenchuan Earthquake:Taking Dujiangyan-Wenchuan Highway as a Sample[J];Geological Science and Technology Information;2009-02
7 *LIU Jing-bo1 , WANG Zhen-yu1 , DU Xiu-li2 , DU Yi-xin1 (1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Beijing University of Technology, Beijing 100022, China);THREE-DIMENSIONAL VISCO-ELASTIC ARTIFICIAL BOUNDARIES IN TIME DOMAIN FOR WAVE MOTION PROBLEMS[J];Engineering Mechanics;2005-06
8 WANG Zhi-hua (Chenzhou city station for supervision and management of architectural construction quality and safety);Tackle technique for slope edge in mountain highway construction[J];Quality of Civil Engineering and Construction;2006-02
9 WANG Hai-yun~(1,2),XIE Li-li~(1,3) (1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150001,China,2.Daqing Petroleum Institute,Daqing 163318,China;3.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China.);Characteristics of near-fault strong ground motions[J];Journal of Harbin Institute of Technology;2006-12
10 GUAN Zheng-mei SHI Wei-qiang;Dynamic triaxial test on dynamic shear modulus and damping ratio[J];Shanxi Architecture;2005-20
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