1000-7598
2016 Issue 4
An experimental study of internal 3D crack propagation and coalescence in transparent rock
ZHU Zhen-de;LIN Heng-xing;SUN Ya-lin;Geotechnical Research Institute;Hohai University;Key Laboratory for Geomechanics and Embankment Engineering of Ministry of Education;Hohai University;
ZHU Zhen-de;LIN Heng-xing;SUN Ya-lin;Geotechnical Research Institute;Hohai University;Key Laboratory for Geomechanics and Embankment Engineering of Ministry of Education;Hohai University;
..............page:913-921+928
Dynamic triaxial drained test and analysis of saturated silty-sand soil
DING Bo-yang;ZHANG Yong;WANG Rui-feng;XU Ting;Zhejiang University City College;College of Civil Engineering and Architecture;Zhejiang University of Technology;
DING Bo-yang;ZHANG Yong;WANG Rui-feng;XU Ting;Zhejiang University City College;College of Civil Engineering and Architecture;Zhejiang University of Technology;
..............page:922-928
Research on non-proportional double safety factors of slope based on strength reserve
XUE Hai-bin;DANG Fa-ning;YIN Xiao-tao;YANG Chao;LIU Yun-he;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
XUE Hai-bin;DANG Fa-ning;YIN Xiao-tao;YANG Chao;LIU Yun-he;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:929-934+942
Research on a secondary sliding surface analysis approach based on strength reduction method
YAN Chao;LIU Song-yu;JI Xiao-lei;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;Institute of Geotechnical Engineering;Southeast University;Collaborative Innovation Center for Mines Environmental Remediation and Wetland Ecological Security;School of Resource and Environment Engineering;Anhui University;China North Industries Norengeon Ltd.;
YAN Chao;LIU Song-yu;JI Xiao-lei;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;Institute of Geotechnical Engineering;Southeast University;Collaborative Innovation Center for Mines Environmental Remediation and Wetland Ecological Security;School of Resource and Environment Engineering;Anhui University;China North Industries Norengeon Ltd.;
..............page:935-942
Analytical solution for consolidation process of triaxial test on soil
CHEN Zhi-bo;WANG Zhi-wen;ZHU Jun-gao;MEI Guo-xiong;Department of Resources and Urban-Rural Construction;College of Environment and Resources;Fuzhou University;Key Laboratory of Geohazard Prevention of Hilly Mountains of Ministry of Land and Resources;Fujian Provincial Key Laboratory of Remote Sensing of Soil Erosion and Disaster Protection;Fuzhou University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil Engineering and Architecture;Guangxi University;
CHEN Zhi-bo;WANG Zhi-wen;ZHU Jun-gao;MEI Guo-xiong;Department of Resources and Urban-Rural Construction;College of Environment and Resources;Fuzhou University;Key Laboratory of Geohazard Prevention of Hilly Mountains of Ministry of Land and Resources;Fujian Provincial Key Laboratory of Remote Sensing of Soil Erosion and Disaster Protection;Fuzhou University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil Engineering and Architecture;Guangxi University;
..............page:943-947+956
Analysis of direction-dependent characteristics of permeability of sandstone with ultra-lowly permeability in confining pressure tests
GAO Chao;XIE Ling-zhi;XIONG Lun;WANG Yong-sheng;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resources & Hydropower;Sichuan University;Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education;Sichuan University;Institute of New Energy and Low-Carbon Technology;Sichuan University;College of Architecture and Environment;Sichuan University;China Shenhua Coal Liquefaction Co.Ltd. Ordos;
GAO Chao;XIE Ling-zhi;XIONG Lun;WANG Yong-sheng;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resources & Hydropower;Sichuan University;Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education;Sichuan University;Institute of New Energy and Low-Carbon Technology;Sichuan University;College of Architecture and Environment;Sichuan University;China Shenhua Coal Liquefaction Co.Ltd. Ordos;
..............page:948-956
An experimental study of the mechanical performance of tailings dam geofabriform
LI Qiao-yan;WANG Hui-dong;MA Guo-wei;LI Zhi-jian;ZHOU Han-min;CUI Xuan;College of Architecture and Civil Engineering;Beijing University of Technology;Institute of Disaster Prevention;The University of Western Australia;Institute of Mining Engineering;Beijing General Research Institute of Mining and Metallurgy;
LI Qiao-yan;WANG Hui-dong;MA Guo-wei;LI Zhi-jian;ZHOU Han-min;CUI Xuan;College of Architecture and Civil Engineering;Beijing University of Technology;Institute of Disaster Prevention;The University of Western Australia;Institute of Mining Engineering;Beijing General Research Institute of Mining and Metallurgy;
..............page:957-964
Experimental study of 3D crack propagation characteristics in rock-like materials
SUN Xi-zhen;LI Yang-yang;JIANG Ning;SHEN Bao-tang;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology;Shandong University of Science and Technology;
SUN Xi-zhen;LI Yang-yang;JIANG Ning;SHEN Bao-tang;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology;Shandong University of Science and Technology;
..............page:965-972+980
Model tests and analysis of single piles with two different diameters subjected to cyclic lateral loadings in clay
YU Jian;HUANG Mao-song;ZHANG Chen-rong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
YU Jian;HUANG Mao-song;ZHANG Chen-rong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:973-980
Size effect of long-term strength of sandstone under uniaxial compression
WANG Qing-yuan;ZHU Wan-cheng;LIU Hong-lei;NIU Lei-lei;LI Ru-fei;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;Center for Rock Instability and Seismicity Research;Northeastern University;
WANG Qing-yuan;ZHU Wan-cheng;LIU Hong-lei;NIU Lei-lei;LI Ru-fei;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;Center for Rock Instability and Seismicity Research;Northeastern University;
..............page:981-990
Elastic solution to the squeezing displacement of spherical cavity expansion under nonaxisymmetric displacement boundary
RAO Ping-ping;CUI Ji-fei;ZHAO Lin-xue;LIAO Zhi-jian;Department of Civil Engineering;University of Shanghai for Science and Technology;Shanghai Geological & Mineral Engineering Investigation Co.;Ltd.;
RAO Ping-ping;CUI Ji-fei;ZHAO Lin-xue;LIAO Zhi-jian;Department of Civil Engineering;University of Shanghai for Science and Technology;Shanghai Geological & Mineral Engineering Investigation Co.;Ltd.;
..............page:991-997
Comparison of aseismic behavior between geo-encased stone columns composite foundation and stone columns composite foundation
OUYANG Fang;ZHANG Jian-jing;HAN Jian-wei;WANG Zhi-jia;WU Jin-biao;YANG Yi-kui;School of Civil Engineering;Southwest Jiaotong University;
OUYANG Fang;ZHANG Jian-jing;HAN Jian-wei;WANG Zhi-jia;WU Jin-biao;YANG Yi-kui;School of Civil Engineering;Southwest Jiaotong University;
..............page:998-1004+1012
Experimental study of undrained shear strength and cyclic degradation behaviors of marine clay in Pearl River Estuary
GUO Xiao-qing;ZHU Bin;LIU Jin-chao;XIONG Gen;HUANG Gen-qing;MOE Key Laboratory of Soft Soils and Geo-environmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;Guangdong Electric Power Design Institute;China Energy Engineering Group Co.;Ltd.;
GUO Xiao-qing;ZHU Bin;LIU Jin-chao;XIONG Gen;HUANG Gen-qing;MOE Key Laboratory of Soft Soils and Geo-environmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;Guangdong Electric Power Design Institute;China Energy Engineering Group Co.;Ltd.;
..............page:1005-1012
Experimental studies of rotation angles of principal strain axes for wet sandy soil specimens under uniaxial compression
GU Lu;WANG Xue-bin;DU Ya-zhi;FENG Wei-wu;College of Mechanics and Engineering;Liaoning Technical University;Institute of Computational Mechanics;Liaoning Technical University;School of Mechanics and Architecture Engineering;China University of Mining and Technology;
GU Lu;WANG Xue-bin;DU Ya-zhi;FENG Wei-wu;College of Mechanics and Engineering;Liaoning Technical University;Institute of Computational Mechanics;Liaoning Technical University;School of Mechanics and Architecture Engineering;China University of Mining and Technology;
..............page:1013-1022+1041
Failure model test on soaked tunnel anchor in soft surrounding rock
WU Xiang-chao;LIU Xin-rong;LI Dong-liang;LI Wei-shu;School of Civil Engineering;Chongqing University;Chongqing Branch of Yangtze River Scientific Research Institute;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
WU Xiang-chao;LIU Xin-rong;LI Dong-liang;LI Wei-shu;School of Civil Engineering;Chongqing University;Chongqing Branch of Yangtze River Scientific Research Institute;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
..............page:1023-1030
Study of shear strength characteristics of heterogeneous discontinuities using PFC2D simulation
ZHANG Ya-hui;WANG Ding-jian;TANG Hui-ming;LI Chang-dong;YI Xian-long;Faculty of Engineering;China University of Geosciences;
ZHANG Ya-hui;WANG Ding-jian;TANG Hui-ming;LI Chang-dong;YI Xian-long;Faculty of Engineering;China University of Geosciences;
..............page:1031-1041
An experimental study on response law of permeability of tectonic coal samples to temperature variation
SUN Guang-zhong;WANG Gong-zhong;ZHANG Rui-lin;School of Resources and Safety Engineering;Central South University;School of Safety Engineering;Henan Institute of Engineering;Key Laboratory of Coal Mine Safety Training Base in Henan Province;
SUN Guang-zhong;WANG Gong-zhong;ZHANG Rui-lin;School of Resources and Safety Engineering;Central South University;School of Safety Engineering;Henan Institute of Engineering;Key Laboratory of Coal Mine Safety Training Base in Henan Province;
..............page:1042-1048
Mechanism research on artificial slope cutting-induced loess landslide
CAO Chun-shan;WU Shu-ren;PAN Mao;LIANG Chang-yu;School of Earth and Space Sciences;Peking University;Institute of Geomechanics;Chinese Academy of Geological Sciences;
CAO Chun-shan;WU Shu-ren;PAN Mao;LIANG Chang-yu;School of Earth and Space Sciences;Peking University;Institute of Geomechanics;Chinese Academy of Geological Sciences;
..............page:1049-1060
Problems and their solutions in predicting soft ground settlement based on Asaoka’s method
HUANG Guang-jun;Construction Management Service Center;Longhua New District;Shenzhen;Guangdong;
HUANG Guang-jun;Construction Management Service Center;Longhua New District;Shenzhen;Guangdong;
..............page:1061-1065+1074
Ground deformation characteristics of foundation pit related to the urban rail transit in Beijing
WU Feng-bo;JIN Huai;ZHU Shao-kun;Beijing Urban Construction Exploration and Surveying Design Research Institute Co.;Ltd.;Xingtai Wanxin Engineering Design Co.;Ltd.;
WU Feng-bo;JIN Huai;ZHU Shao-kun;Beijing Urban Construction Exploration and Surveying Design Research Institute Co.;Ltd.;Xingtai Wanxin Engineering Design Co.;Ltd.;
..............page:1066-1074
Analysis of deformation of deep foundation pit under excavation unloading condition
CHEN Kun;YAN Shu-wang;SUN Li-qiang;WANG Ya-wen;School of Civil Engineering;Tianjin University;Research Institute of Architectural Design & Urban Planning;Tianjin University;
CHEN Kun;YAN Shu-wang;SUN Li-qiang;WANG Ya-wen;School of Civil Engineering;Tianjin University;Research Institute of Architectural Design & Urban Planning;Tianjin University;
..............page:1075-1082
Analysis of soil deformation caused by installation of horizontal jet grout column
WANG Zhi-feng;SHEN Shui-long;XIE Yong-li;School of Highway;Chang’an University;Department of Civil Engineering;Shanghai Jiaotong University;State Key Laboratory of Ocean Engineering;Shanghai Jiaotong University;
WANG Zhi-feng;SHEN Shui-long;XIE Yong-li;School of Highway;Chang’an University;Department of Civil Engineering;Shanghai Jiaotong University;State Key Laboratory of Ocean Engineering;Shanghai Jiaotong University;
..............page:1083-1088
..............page:1088+1216
Research on movement behavior and failure mechanism of overlying strata caused by mining at mountainous field
LI Fei;WANG Jin-an;LI Peng-fei;HUANG Kun;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
LI Fei;WANG Jin-an;LI Peng-fei;HUANG Kun;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
..............page:1089-1095
Calculation of downslide thrust of slope based on vector analysis method
SHEN Hua-zhang;ZHANG Guo-fa;WANG Shui-lin;GUO Ming-wei;GE Xiu-run;State Key Laboratory of Geomechanics and Geotechanical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Guizhou Transportation Planning;Survey & Design Academe Co.;Ltd.;
SHEN Hua-zhang;ZHANG Guo-fa;WANG Shui-lin;GUO Ming-wei;GE Xiu-run;State Key Laboratory of Geomechanics and Geotechanical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Guizhou Transportation Planning;Survey & Design Academe Co.;Ltd.;
..............page:1096-1108
Several issues on the soil nailing wall combined with row piles in bracing the deep foundation pits of open cut tunnel
WANG Jian-hua;LI Jiang-teng;LIAO Jun;National Engineering Laboratory for Highway and Tunnel Construction Technology;China Merchants Chongqing Communications Research & Design Institute Co.;Ltd.;Key Laboratory of Communications of Tunnel Construction & Maintenance Technology;China Merchants Chongqing Communications Research & Design Institute Co.;Ltd.;School of Resources & Safety Engineering;Central South University;
WANG Jian-hua;LI Jiang-teng;LIAO Jun;National Engineering Laboratory for Highway and Tunnel Construction Technology;China Merchants Chongqing Communications Research & Design Institute Co.;Ltd.;Key Laboratory of Communications of Tunnel Construction & Maintenance Technology;China Merchants Chongqing Communications Research & Design Institute Co.;Ltd.;School of Resources & Safety Engineering;Central South University;
..............page:1109-1117
Research on seismic dynamic stability of arch dam abutment based on overload method
ZENG Hai-yan;ZHANG Jian-hai;LIU Xi-kang;WANG Zhen-zhou;ZHAO Wen-guang;WANG Ren-kun;State Key Laboratory of Hydraulics and Mountain River Development and Protection;College of Water Resources & Hydropower;Sichuan University;China Hydropower Engineering Consulting Group Chengdu Design & Research Institute;
ZENG Hai-yan;ZHANG Jian-hai;LIU Xi-kang;WANG Zhen-zhou;ZHAO Wen-guang;WANG Ren-kun;State Key Laboratory of Hydraulics and Mountain River Development and Protection;College of Water Resources & Hydropower;Sichuan University;China Hydropower Engineering Consulting Group Chengdu Design & Research Institute;
..............page:1118-1126
A coupled Eulerian-Lagrange FEM method for analyzing the effects of spudcan penetration on an adjacent pile
WANG Jian-hua;LAN Fei;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Institute of Geotechnical Engineering;Tianjin University;
WANG Jian-hua;LAN Fei;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Institute of Geotechnical Engineering;Tianjin University;
..............page:1127-1136
Numerical simulation of the bearing capacity of a foundation near slope using the upper bound finite element method
ZHAO Ming-hua;HU Xiao;ZHANG Rui;Institute of Geotechnical Engineering;Hunan University;
ZHAO Ming-hua;HU Xiao;ZHANG Rui;Institute of Geotechnical Engineering;Hunan University;
..............page:1137-1143+1152
Reliability analysis of slope stability considering variability of soil saturated hydraulic conductivity under rainfall infiltration
DOU Hong-qiang;HAN Tong-chun;GONG Xiao-nan;LI Zhi-ning;QIU Zi-yi;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Environment and Resources;Fuzhou University;
DOU Hong-qiang;HAN Tong-chun;GONG Xiao-nan;LI Zhi-ning;QIU Zi-yi;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Environment and Resources;Fuzhou University;
..............page:1144-1152
Upper bound limit analysis based on Taylor expansion form of element velocity
SUN Cong;LI Chun-guang;ZHENG Hong;SUN Guan-hua;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan Municipal Construction Group Co.;Ltd.;
SUN Cong;LI Chun-guang;ZHENG Hong;SUN Guan-hua;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan Municipal Construction Group Co.;Ltd.;
..............page:1153-1160+1170
Discrete element simulation for torsional shear test by hollow cylinder apparatus
LI Bo;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Institute of Disaster Prevention and Mitigation;Wenzhou University;
LI Bo;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Institute of Disaster Prevention and Mitigation;Wenzhou University;
..............page:1161-1170
High efficient algorithms for solving linear equations in discontinuous deformation analysis
FU Xiao-dong;SHENG Qian;ZHANG Yong-hui;LENG Xian-lun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Hunan Provincial Key Laboratory of Hydropower Development Key Technology;Zhongnan Engineering Corporation;
FU Xiao-dong;SHENG Qian;ZHANG Yong-hui;LENG Xian-lun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Hunan Provincial Key Laboratory of Hydropower Development Key Technology;Zhongnan Engineering Corporation;
..............page:1171-1178
2D FEM numerical simulation of rainfall infiltration for landslide with considering runoff effect and its application
TIAN Dong-fang;ZHENG Hong;LIU De-fu;College of Hydraulic & Environmental Engineering;China Three Gorges University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Resources and Environmental Engineering;Hubei University of Technology;
TIAN Dong-fang;ZHENG Hong;LIU De-fu;College of Hydraulic & Environmental Engineering;China Three Gorges University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Resources and Environmental Engineering;Hubei University of Technology;
..............page:1179-1186
Analysis of unbounded domain problems by the weak form quadrature element method
YUAN Shuai;ZHONG Hong-zhi;Department of Civil Engineering;Tsinghua University;
YUAN Shuai;ZHONG Hong-zhi;Department of Civil Engineering;Tsinghua University;
..............page:1187-1194+1207
Isolation effect of discontinuous pile-group barriers on plane P and SV waves: Simulation based on 2D broadband indirect boundary integration equation method
LIU Zhong-xian;WANG Shao-jie;School of Civil Engineering;Tianjin Chengjian University;Tianjin Key Laboratory of Civil Structure Protection and Reinforcement;Tianjin Chengjian University;
LIU Zhong-xian;WANG Shao-jie;School of Civil Engineering;Tianjin Chengjian University;Tianjin Key Laboratory of Civil Structure Protection and Reinforcement;Tianjin Chengjian University;
..............page:1195-1207
An analysis method for the online monitoring data of tunnel structure
LI Ming;CHEN Wei-zhong;YANG Jian-ping;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Research Center of Geotechnical & Structural Engineering;Shandong University;
LI Ming;CHEN Wei-zhong;YANG Jian-ping;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Research Center of Geotechnical & Structural Engineering;Shandong University;
..............page:1208-1216