1000-4548
2016 Issue 9
..............page:1546
In-situ sand well immersion tests on self-weight collapsible loess site with large depth
SHAO Sheng-jun;LI Jun;SHAO Jiang;HUANG Shuang-lin;WANG Yong-xin;CHEN Fei;Civil Engineering and Architecture Institute;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;Wuwei First Building Installation Engineering Co.;Ltd.;China Railway First Survey and Design Group Co.;Ltd.;
SHAO Sheng-jun;LI Jun;SHAO Jiang;HUANG Shuang-lin;WANG Yong-xin;CHEN Fei;Civil Engineering and Architecture Institute;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;Wuwei First Building Installation Engineering Co.;Ltd.;China Railway First Survey and Design Group Co.;Ltd.;
..............page:1549-1558
Dynamic response of 3D spherical cavity in elastic half-space under plane SV waves
LIANG Jian-wen;HU Song-lin;LIU Zhong-xian;BA Zhen-ning;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;School of Civil Engineering;Tianjin University;School of Civil Engineering;Tianjin Chengjian University;
LIANG Jian-wen;HU Song-lin;LIU Zhong-xian;BA Zhen-ning;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;School of Civil Engineering;Tianjin University;School of Civil Engineering;Tianjin Chengjian University;
..............page:1559-1568
Elastoplastic constitutive model for cement-sand-gravel material
CAI Xin;YANG Jie;GUO Xing-wen;WU Ying-li;College of Water Conservancy and Hydropower Engineering;Hohai University;College of Mechanics and Materials;Hohai University;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
CAI Xin;YANG Jie;GUO Xing-wen;WU Ying-li;College of Water Conservancy and Hydropower Engineering;Hohai University;College of Mechanics and Materials;Hohai University;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
..............page:1569-1577
Numerical analysis of stability of underground openings through loading/unloading of in-situ stress fields
ZHU Fang-cai;YU Ji-jiang;LIU Bing-xiao;LI Da-jian;WANG Qin-fu;College of Civil Engineering;Hunan University of Technology;
ZHU Fang-cai;YU Ji-jiang;LIU Bing-xiao;LI Da-jian;WANG Qin-fu;College of Civil Engineering;Hunan University of Technology;
..............page:1578-1585
True triaxial tests on rockburst of granite after high temperatures
SU Guo-shao;CHEN Zhi-yong;YIN Hong-xue;ZHANG Xiao-he;MO Jin-hai;Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education;School of Civil Engineering and Architecture;Guangxi University;
SU Guo-shao;CHEN Zhi-yong;YIN Hong-xue;ZHANG Xiao-he;MO Jin-hai;Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education;School of Civil Engineering and Architecture;Guangxi University;
..............page:1586-1594
Excavation influences induced by shallow shield tunnel in saturated soil considering drainage at ground-liner interface
ZHANG Zhi-guo;ZHAO Qi-hua;BAI Qiao-mu;WANG Wei-dong;School of Environment and Architecture;University of Shanghai for Science and Technology;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Key Laboratory of Geohazard Prevention of Hilly Mountains;Ministry of Land and Resources;East China Architecture Design Institute;
ZHANG Zhi-guo;ZHAO Qi-hua;BAI Qiao-mu;WANG Wei-dong;School of Environment and Architecture;University of Shanghai for Science and Technology;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Key Laboratory of Geohazard Prevention of Hilly Mountains;Ministry of Land and Resources;East China Architecture Design Institute;
..............page:1595-1605
Linear s–lnr relation of regional land subsidence induced by groundwater withdrawal
YANG Jian-min;JI Sen-lin;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;
YANG Jian-min;JI Sen-lin;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;
..............page:1606-1614
Effects of existing pile foundation on parameters of shield tunneling
ZHANG Hai-yan;HE Ping;YAN Guo-xin;WANG Jian-cheng;LIU Zhe;School of Civil Engineering;Beijing Jiaotong University;China Civil Engineering Construction Corporation;China Xinxing Baoxin Construction General Corporation;Beijing Urban Construction Design & Development Group Co.;Limited;
ZHANG Hai-yan;HE Ping;YAN Guo-xin;WANG Jian-cheng;LIU Zhe;School of Civil Engineering;Beijing Jiaotong University;China Civil Engineering Construction Corporation;China Xinxing Baoxin Construction General Corporation;Beijing Urban Construction Design & Development Group Co.;Limited;
..............page:1615-1624
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:1624
Methods for calculating rock pressure of symmetrical multi-arch deep tunnels
LI Peng-fei;WANG Fan;NIE Xiong;ZHANG Cheng-ping;Key Lab of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;Beijing Collaborative Innovation Center for Metropolitan Transportation;Key Laboratory for Urban Underground Engineering of the Ministry of Education;Beijing Jiaotong University;
LI Peng-fei;WANG Fan;NIE Xiong;ZHANG Cheng-ping;Key Lab of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;Beijing Collaborative Innovation Center for Metropolitan Transportation;Key Laboratory for Urban Underground Engineering of the Ministry of Education;Beijing Jiaotong University;
..............page:1625-1629
Analytic model for load effects in geosynthetic-reinforced and pile-supported embankment based on segmented load transfer algorithm
ZHANG Hao;SHI Ming-lei;GUO Yuan-cheng;School of Civil Engineering;Zhengzhou University;School of Transportation;Southeast University;
ZHANG Hao;SHI Ming-lei;GUO Yuan-cheng;School of Civil Engineering;Zhengzhou University;School of Transportation;Southeast University;
..............page:1630-1639
..............page:1639
Experimental study on mechanism of progressive collapse along length of excavation retained by cantilever contiguous piles
CHENG Xue-song;ZHENG Gang;HUANG Tian-ming;DENG Chu-han;NIE Dong-qing;LIU Jie;MOE Key Laboratory of Coastal Civil Engineering Structure and Safety;Tianjin University;Department of Civil Engineering;Tianjin University;
CHENG Xue-song;ZHENG Gang;HUANG Tian-ming;DENG Chu-han;NIE Dong-qing;LIU Jie;MOE Key Laboratory of Coastal Civil Engineering Structure and Safety;Tianjin University;Department of Civil Engineering;Tianjin University;
..............page:1640-1649
Site amplification factor model for Sichuan region considering nonlinear soil effects
JIANG Zhi-jun;HU Jin-jun;ZHANG Qi;XIE Li-li;Institute of Engineering Mechanics;China Earthquake Administration;Key Laboratory of Earthquake Engineering and Engineering Vibration;China Earthquake Administration;School of Civil Engineering;Harbin Institute of Technology;
JIANG Zhi-jun;HU Jin-jun;ZHANG Qi;XIE Li-li;Institute of Engineering Mechanics;China Earthquake Administration;Key Laboratory of Earthquake Engineering and Engineering Vibration;China Earthquake Administration;School of Civil Engineering;Harbin Institute of Technology;
..............page:1650-1659
Simple-shear failure characteristics of hydrated needle-punched GCL+GM composite liner
LIN Hai;ZHANG Ling-ling;RUAN Xiao-bo;LIU Xiao-wen;School of Civil Engineering and Architecture;Nanchang University;Key Laboratory of Geomechanics and Embankment Engineering of the Ministry of Education;Hohai University;Department of Architectural Engineering;Jiangxi V&T College of Communication;School of Transportation Engineering;Hefei University of Technology;
LIN Hai;ZHANG Ling-ling;RUAN Xiao-bo;LIU Xiao-wen;School of Civil Engineering and Architecture;Nanchang University;Key Laboratory of Geomechanics and Embankment Engineering of the Ministry of Education;Hohai University;Department of Architectural Engineering;Jiangxi V&T College of Communication;School of Transportation Engineering;Hefei University of Technology;
..............page:1660-1667
Assessment criterion for level of liquefaction-induced lateral spread and its reliability analysis
LI Cheng-cheng;CAO Zhen-zhong;LI Rui-shan;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;CEA;
LI Cheng-cheng;CAO Zhen-zhong;LI Rui-shan;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;CEA;
..............page:1668-1677
Strength reduction material point method for slope stability
SHI Bu-tao;ZHANG Yun;ZHANG Wei;School of Earth Sciences and Engineering;Nanjing University;
SHI Bu-tao;ZHANG Yun;ZHANG Wei;School of Earth Sciences and Engineering;Nanjing University;
..............page:1678-1684
3D constrained electrical resistivity inversion method based on reference model
WANG Chuan-wu;LI Shu-cai;LIU Bin;NIE Li-chao;ZHANG Feng-kai;SONG Jie;GUO Qian;REN Yu-xiao;Research Center of Geotechnical & Structural Engineering;Shandong University;
WANG Chuan-wu;LI Shu-cai;LIU Bin;NIE Li-chao;ZHANG Feng-kai;SONG Jie;GUO Qian;REN Yu-xiao;Research Center of Geotechnical & Structural Engineering;Shandong University;
..............page:1685-1694
Optimum values of partial factors in stability analysis of soil slopes
ZHANG Ning;LI Xu;CHU Zhao-fei;LIU Bao-guo;School of Civil Engineering;Beijing Jiaotong University;
ZHANG Ning;LI Xu;CHU Zhao-fei;LIU Bao-guo;School of Civil Engineering;Beijing Jiaotong University;
..............page:1695-1704
Several problems in refined local modeling for seismic response analysis of immersed tunnel
LOU Meng-lin;DONG Yun;ZHANG Ru-lin;College of Civil Engineering;Tongji University;Sichuan Provincial Architectural Design and Research Institute;College of Pipeline and Civil Engineering;China University of Petroleam;
LOU Meng-lin;DONG Yun;ZHANG Ru-lin;College of Civil Engineering;Tongji University;Sichuan Provincial Architectural Design and Research Institute;College of Pipeline and Civil Engineering;China University of Petroleam;
..............page:1705-1712
Dynamic stability and slip deformation of dam slope considering softening of rockfill materials
ZHOU Yang;ZOU De-gao;XU Bin;TENG Xiao-wei;KONG Xian-jing;The State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;The School of Hydraulic Engineering;Dalian University of Technology;
ZHOU Yang;ZOU De-gao;XU Bin;TENG Xiao-wei;KONG Xian-jing;The State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;The School of Hydraulic Engineering;Dalian University of Technology;
..............page:1713-1719
Effect of pile driving adjacent to soil slopes on safety factor of specific sliding surface
RAO Ping-ping;CUI Ji-fei;ZHAO Lin-xue;Department of Civil Engineering;University of Shanghai for Science and Technology;
RAO Ping-ping;CUI Ji-fei;ZHAO Lin-xue;Department of Civil Engineering;University of Shanghai for Science and Technology;
..............page:1720-1726
Experimental study on influence of stress rotation on small-strain stiffness behavior of soft clay
YAN Jia-jia;FU Liao-yi;ZHU Jian-feng;LIN Qing-hui;Power China;Huadong Engineering Corporation Limited;Coastal and Geotechnical Research Center of Zhejiang University;Faculty of Architectural Civil Engineering and Environment;Ningbo University;Department of Architecture and Civil Engineering;Taizhou Vocational & Technical College;
YAN Jia-jia;FU Liao-yi;ZHU Jian-feng;LIN Qing-hui;Power China;Huadong Engineering Corporation Limited;Coastal and Geotechnical Research Center of Zhejiang University;Faculty of Architectural Civil Engineering and Environment;Ningbo University;Department of Architecture and Civil Engineering;Taizhou Vocational & Technical College;
..............page:1727-1733
Anti-sliding stability of locked patch of rock slopes with landslide mode of retaining wall collapse
ZHONG Zhu;HUANG Da;HUANG Run-qiu;College of Civil Engineering;Chongqing University;State Key Laboratory of Coal Mine Disaster Dynamics and Control;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
ZHONG Zhu;HUANG Da;HUANG Run-qiu;College of Civil Engineering;Chongqing University;State Key Laboratory of Coal Mine Disaster Dynamics and Control;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:1734-1740