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Chinese Journal of Geotechnical Engineering
1000-4548
2014 Issue 6
Numerical analysis of degradation evolution of structured loess under loading, unloading and wetting by discrete element method
JIANG Ming-jing;HU Hai-jun;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;College of Water Resources and Architecture Engineering;Northwest A & F University;
..............page:989-997
Slope stability analysis method considering transfer of sliding failure surface and influence of engineered berm
SHI Jian-yong;LEI Sheng;Key Laboratory of;MOE for Geomechanics and Embankment Engineering;Hohai University;
..............page:998-1004
Load transfer mechanism of socketed piles considering shear dilation effects of soft rock
ZHAO Ming-hua;XIA Run-yan;YIN Ping-bao;YANG Chao-wei;XU Zhuo-jun;Institute of Geotechnical Engineering;Hunan University;
..............page:1005-1011
Semi-analytical solution of pore pressure response around excavations to groundwater level fluctuation
YING Hong-wei;NIE Wen-feng;HUANG Da-zhong;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;
..............page:1012-1019
Calibration curves of two filter papers at high suction and temperature and their application
ZHU Zan-cheng;SUN De-an;TIAN Jin;Department of Civil Engineering;Shanghai University;School of Civil Engineering and Architecture;Taizhou University;
..............page:1020-1027
Plane strain tests on creep characteristics of over-consolidated clay
LI Guo-wei;ZHOU Yang;RUAN Yu-sheng;HUANG Kai;YIN Jian-hua;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Highway and Railway Research Institute;Hohai University;Geotechnical Research Institute;Hohai University;Hongkong Polytechnic University;
..............page:1028-1035
Influence of short-distance multi-line overlapped shield tunnelling on deformation of existing tunnels
LI Lei;ZHANG Meng-xi;WU Hui-ming;WANG Yong-jia;Department of Civil Engineering;Shanghai University;Shanghai Tunnel Engineering Co.;Ltd.;
..............page:1036-1043
Precise positioning in double-layer horizontal media
ZHANG Xiang-dong;WANG Shuai;ZHAO Biao;JIA Hong-yu;College of Civil Engineering and Transportation;Liaoning Technical University;Shen Kan Engineering &Technology Corporation;MCC;Fuxin Gong Da Blasting Co.;Ltd.;
..............page:1044-1050
Natural frequency and parameter influence of slope anchorage system
DUAN Jian;YAN Zhi-xin;School of Civil Engineering and Mechanics;Lanzhou University;Key Laboratory of Mechanics on Disaster and Environment in Western China;Ministry of Education;
..............page:1051-1056
Simplified boundary element method for lateral vibration response of pile groups in frequency domain
CHEN Hai-bing;LIANG Fa-yun;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:1057-1063
Experimental investigation on loading rate effect of sandstone after high temperature under uniaxial compression
SU Hai-jian;JING Hong-wen;ZHAO Hong-hui;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining & Technology;School of Mechanics and Civil Engineering;China University of Mining & Technology;
..............page:1064-1071
Undrained shear strength behaviour of natural sedimentary structural clay
ZENG Ling-ling;ZENG Jun;CHEN Fu-quan;HONG Zhen-shun;BIAN Xia;College of Civil Engineering;Fuzhou University;Institute of Geotechnical Engineering;Transportation College;Southeast University;
..............page:1072-1078
Rockburst prediction based on evidence theory
JIA Yi-peng;Lü Qing;SHANG Yue-quan;ZHI Mo-mo;DU Li-li;College of Civil Engineering and Architecture;Zhejiang University;
..............page:1079-1086
In-situ tests on structural responses of energy piles during heat exchanging process
GUI Shu-qiang;CHENG Xiao-hui;Department of Civil Engineering;Tsinghua University;Changjiang Institute of Survey;Planning;Design and Research;
..............page:1087-1094
Stochastic analysis of ultimate bearing capacity of strip footing considering spatial variability of undrained shear strength
QI Xiao-hui;LI Dian-qing;ZHOU Chuang-bing;PHOON Kok-kwang;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;
..............page:1095-1105
Dilatancy and energy properties of marble under triaxial unloading condition
CHEN Xue-zhang;HE Jiang-da;XIAO Ming-li;XIE Hong-qiang;LIU Jian-feng;State Key Lab. of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resources & Hydropower;Sichuan University;
..............page:1106-1112
Equivalent mechanical model for post-peak behaviors of deep soft rock and numerical computation
SUN Chuang;ZHANG Xiang-dong;LI Yong-jing;School of Civil Engineering and Transportation;Liaoning Technology University;
..............page:1113-1121
Deviatoric stress transfer and stability of surrounding rock in large-section open-off cut roof
HE Fu-lian;XU Lei;WU Huan-kai;LI Tong-da;College of Resources & Safety Engineering;China University of Mining & Technology;
..............page:1122-1128
Influence of soil plug effect on vertical dynamic response of pipe piles
WU Wen-bing;JIANG Guo-sheng;WANG Kui-hua;XIE Bang-hua;HUANG Sheng-gen;Engineering Faculty;China University of Geosciences;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
..............page:1129-1141
Numerical analysis of interaction between freezing wall and shaft lining in deep alluvia
WANG Yan-sen;WEN Kai;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;School of Mechanics & Civil Engineering;China University of Mining & Technology;
..............page:1142-1146
Theory of strength increment of grouting-reinforced bodies for broken rock mass based on BQ
XU Hong-fa;GENG Han-sheng;LI Wei-dong;WANG Chen;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact;College of Defence Engineering;PLA University of Science and Technology;
..............page:1147-1151
Characterization of particle breakage with grading entropy on shell sand
TIAN Hai;KONG Ling-wei;ZHAO Chong;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Tianjin Municipal Engineering Design & Research Institute;
..............page:1152-1159
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
..............page:1159
Influencing factors for uniaxial tensile strength of dispersive soils
LU Li-na;FAN Heng-hui;CHEN Hua;MA Dong-lin;WANG Zhong-ni;HE Zhi-qiang;College of Water Conservancy and Architectural Engineering;Northwest A&F University;
..............page:1160-1166
Reasonable permeability coefficient and engineering measures of concrete lining circle
LI Zong-li;PEI Xiang-hui;Lü Cong-cong;ZHANG Guo-hui;College of Water Conservancy and Architecture Engineering;Northwest A&F University;North China Water Survey and Design Research Institute Co.;Ltd.;
..............page:1167-1172
Early strength of cemented soils polluted by magnesium chloride
HAN Peng-ju;ZHANG Wen-bo;LIU Xin;BAI Xiao-hong;College of Architecture and Civil Engineering;Taiyuan University of Technology;
..............page:1173-1178
Tunneling characteristics of high-strength bedrock stratum pretreated by blasting
YANG Jun-sheng;ZOU Zhi-lin;LIANG Kui-sheng;YOU Yong-feng;ZHANG Xue-min;XIAO Chao;School of Civil Engineering;Central South University;Beijing Urban Construction Design &Development Group Co.;Limited;China Railway Tunnel Stock Co.;Ltd.;
..............page:1179-1184