1000-4548
2015 Issue 6
..............page:962
Evaluation method for self-weight collapsible deformation of large thickness loess foundation
SHAO Sheng-jun;LI Jun;LI Guo-liang;DENG Guo-hua;ZHANG Ji-wen;LIU Yang;SHAO Shuai;Civil Engineering and Architecture Institute;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;China Railway First Survey and Design Group Co. Ltd.;Xi’an Metro Co.;Ltd.;China Jikan Institute of Engineering Investigations and Design;
SHAO Sheng-jun;LI Jun;LI Guo-liang;DENG Guo-hua;ZHANG Ji-wen;LIU Yang;SHAO Shuai;Civil Engineering and Architecture Institute;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;China Railway First Survey and Design Group Co. Ltd.;Xi’an Metro Co.;Ltd.;China Jikan Institute of Engineering Investigations and Design;
..............page:965-978
Swelling tests on soils and simulation method for unloading-swelling process
ZHANG Wei-min;GU Xing-wen;WANG Fang;WANG Nian-xiang;Nanjing Hydraulic Research Institute;
ZHANG Wei-min;GU Xing-wen;WANG Fang;WANG Nian-xiang;Nanjing Hydraulic Research Institute;
..............page:979-987
Mechanism and modeling of post-earthquake flow deformation of dilative sand
WANG Gang;ZHANG Jian-min;WEI Xing;LIU Yan-ling;School of Civil Engineering;Chongqing University;Department of Hydraulic Engineering;Tsinghua University;Department of Civil Engineering;Southwest Jiaotong University;
WANG Gang;ZHANG Jian-min;WEI Xing;LIU Yan-ling;School of Civil Engineering;Chongqing University;Department of Hydraulic Engineering;Tsinghua University;Department of Civil Engineering;Southwest Jiaotong University;
..............page:988-995
Analytical solutions for consolidation by vertical drains with variation of well resistance with depth and time
GUO Xiao;XIE Kang-he;Lü Wen-xiao;DENG Yue-bao;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Zhejiang Provincial Plan Design and Research Institute of Communications;Hangzhou Polytechnic;Institute of Geotechnical Engineering;Ningbo University;
GUO Xiao;XIE Kang-he;Lü Wen-xiao;DENG Yue-bao;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Zhejiang Provincial Plan Design and Research Institute of Communications;Hangzhou Polytechnic;Institute of Geotechnical Engineering;Ningbo University;
..............page:996-1001
Large-strain consolidation of soft clay with non-Darcian flow by considering time-dependent load
LI Chuan-xun;XIE Kang-he;Faculty of Civil Engineering and Mechanics;Jiangsu University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
LI Chuan-xun;XIE Kang-he;Faculty of Civil Engineering and Mechanics;Jiangsu University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
..............page:1002-1009
Prediction of instability of K0-consolidated saturated sands under undrained loading conditions
Lü Xi-lin;QIAN Jian-gu;HUANG Mao-song;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
Lü Xi-lin;QIAN Jian-gu;HUANG Mao-song;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:1010-1015
Preliminary study on mechanical property of basalt subjected to cyclic uniaxial stress and cyclic temperature
XIA Cai-chu;ZHOU Shu-wei;HU Yong-sheng;ZHANG Ping-yang;ZHOU Yu;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;College of Civil Engineering;Shaoxing University;China Datang Corporation Renewable Power Co.;
XIA Cai-chu;ZHOU Shu-wei;HU Yong-sheng;ZHANG Ping-yang;ZHOU Yu;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;College of Civil Engineering;Shaoxing University;China Datang Corporation Renewable Power Co.;
..............page:1016-1024
Numerical simulation of moisture-heat coupling in porous media with circular heat source by SPH method
CHEN Pei-pei;BAI Bing;School of Civil Engineering;Beijing Jiaotong University;
CHEN Pei-pei;BAI Bing;School of Civil Engineering;Beijing Jiaotong University;
..............page:1025-1030
Experimental study on microscopic parameters of brittle materials based on particle flow theory
CONG Yu;WANG Zai-quan;ZHENG Ying-ren;FENG Xia-ting;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Department of Civil Engineering;Logistical Engineering University;School of Science;Qingdao Technological University;
CONG Yu;WANG Zai-quan;ZHENG Ying-ren;FENG Xia-ting;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Department of Civil Engineering;Logistical Engineering University;School of Science;Qingdao Technological University;
..............page:1031-1040
Propagation of multiple hydraulic fractures in fractured shale reservoir
HOU Bing;CHEN Mian;ZHANG Bao-wei;SANG Yu;CHENG Wan;TAN Peng;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;Shaanxi Yanchang Petroleum International Exploration and Development Engineering Company;
HOU Bing;CHEN Mian;ZHANG Bao-wei;SANG Yu;CHENG Wan;TAN Peng;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;Shaanxi Yanchang Petroleum International Exploration and Development Engineering Company;
..............page:1041-1046
..............page:1046
Mechanical behavior of sandstone containing double circular cavities under uniaxial compression
ZHU Tan-tan;JING Hong-wen;SU Hai-jian;YIN Qian;DU Ming-rui;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining & Technology;
ZHU Tan-tan;JING Hong-wen;SU Hai-jian;YIN Qian;DU Ming-rui;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining & Technology;
..............page:1047-1056
..............page:1056
Risk assessment for an underground crude oil storage facility with water-curtaining system during construction phase
WANG Zhe-chao;LU Bao-qi;LI Shu-cai;QIU Dao-hong;QIAO Li-ping;YU Feng;BI Li-ping;Geotechnical and Structural Engineering Research Center;Shandong University;Huangdao Oil Reserve Base Company Limited;
WANG Zhe-chao;LU Bao-qi;LI Shu-cai;QIU Dao-hong;QIAO Li-ping;YU Feng;BI Li-ping;Geotechnical and Structural Engineering Research Center;Shandong University;Huangdao Oil Reserve Base Company Limited;
..............page:1057-1067
Design method for longitudinal segment joints of shield tunnel model
HUANG Da-wei;ZHOU Shun-hua;WANG Xiu-zhi;LIU Hong-bo;ZHANG Run-lai;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongi University;Glenn Department of Civil Engineering;Clemson University;The Technical Center of Shanghai Shentong Metro Group Co.;Ltd.;
HUANG Da-wei;ZHOU Shun-hua;WANG Xiu-zhi;LIU Hong-bo;ZHANG Run-lai;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongi University;Glenn Department of Civil Engineering;Clemson University;The Technical Center of Shanghai Shentong Metro Group Co.;Ltd.;
..............page:1068-1076
A constitutive model for thermal consolidation with vertical drains and its experimental verification
TAO Hai-bing;LIU Gan-bin;XIE Kang-he;DENG Yue-bao;YIN Tie-feng;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Faculty of Architectural Civil Engineering and Environment;Ningbo University;
TAO Hai-bing;LIU Gan-bin;XIE Kang-he;DENG Yue-bao;YIN Tie-feng;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Faculty of Architectural Civil Engineering and Environment;Ningbo University;
..............page:1077-1085
Mechanism of shock absorption layer and shaking table tests on shaking absorption technology of tunnel across fault
WANG Shuai-shuai;GAO BO;SUI Chuan-yi;WEN Yu-min;MOE Key Laboratory of Transportation Tunnel Engineering;Southwest Jiaotong University;
WANG Shuai-shuai;GAO BO;SUI Chuan-yi;WEN Yu-min;MOE Key Laboratory of Transportation Tunnel Engineering;Southwest Jiaotong University;
..............page:1086-1092
Change of hydraulic conductivity of filter cake caused by train vibration load of a running subway
WU Jun;LIAO Shao-ming;HUO Xiao-bo;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
WU Jun;LIAO Shao-ming;HUO Xiao-bo;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:1093-1104
Influencing factors for damage degree of shattered landslide rock mass under high seismic action
LUO Jing;PEI Xiang-jun;HUANG Run-qiu;DU Ye;State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection;Chengdu University of Technology;
LUO Jing;PEI Xiang-jun;HUANG Run-qiu;DU Ye;State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection;Chengdu University of Technology;
..............page:1105-1114
Anchoring solid-soil interface behavior using a novel laboratory testing technique
CHEN Chang-fu;LIANG Guan-ting;TANG Yu;XU You-lin;Institute of Geotechnical Engineering;Hunan University;
CHEN Chang-fu;LIANG Guan-ting;TANG Yu;XU You-lin;Institute of Geotechnical Engineering;Hunan University;
..............page:1115-1122
Mechanical mechanism of rock burst accidents in slice mining face under high pressure
JIANG Fu-xing;SHI Xian-feng;WANG Cun-wen;WEI Quan-de;YAO Shun-li;ZHU Si-tao;GENG Chao;Civil and Environmental Engineering School;Beijing University of Science and Technology;
JIANG Fu-xing;SHI Xian-feng;WANG Cun-wen;WEI Quan-de;YAO Shun-li;ZHU Si-tao;GENG Chao;Civil and Environmental Engineering School;Beijing University of Science and Technology;
..............page:1123-1131
Behavior of Rayleigh waves in layered saturated porous media using thin-layer method
CHAI Hua-you;ZHANG Dian-ji;LU Hai-lin;YANG Dian-sen;ZHOU Chun-mei;School of Resource and Civil Engineering;Wuhan Institute of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
CHAI Hua-you;ZHANG Dian-ji;LU Hai-lin;YANG Dian-sen;ZHOU Chun-mei;School of Resource and Civil Engineering;Wuhan Institute of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1132-1141
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:1141
Upper boundary conditions in long-term thermal simulation of subgrade
BAI Qing-bo;LI Xu;TIAN Ya-hu;School of Civil Engineering and Architecture;Beijing Jiaotong University;
BAI Qing-bo;LI Xu;TIAN Ya-hu;School of Civil Engineering and Architecture;Beijing Jiaotong University;
..............page:1142-1149
Soil resistance to driving considering effect of pile running on pile installation
LI Sa;WU Xing-zhou;WANG Yao-cun;ZHANG Pei-xian;LI Huai-liang;SUN Zhen-ping;Geotechnical Institute;Civil Engineering Department;Tianjin University;China Metallurgical Construction Engineering Group Co.;Ltd.;Survey and Design Institute;China Water Resources Beifang Investigation;Design and Research Co.;Ltd.;Offshore Oil Engineering Co.;Ltd.;
LI Sa;WU Xing-zhou;WANG Yao-cun;ZHANG Pei-xian;LI Huai-liang;SUN Zhen-ping;Geotechnical Institute;Civil Engineering Department;Tianjin University;China Metallurgical Construction Engineering Group Co.;Ltd.;Survey and Design Institute;China Water Resources Beifang Investigation;Design and Research Co.;Ltd.;Offshore Oil Engineering Co.;Ltd.;
..............page:1150-1157
Overturning stability of retaining walls
HUANG Yue-wen;Guangzhou Water Engineering Construction Management Center;
HUANG Yue-wen;Guangzhou Water Engineering Construction Management Center;
..............page:1158-1164