1000-7598
2016 Issue 6
Effect of T-stress on crack growth path in rock and fracture strength
TANG Shi-bin;HUANG Run-qiu;TANG Chun-an;Institute for Rock Instability and Seismicity Research;Dalian University of Technology;State Key Laboratory of Geo-hazards Prevention and Geo-environment Protection;Chengdu University of Technology;
TANG Shi-bin;HUANG Run-qiu;TANG Chun-an;Institute for Rock Instability and Seismicity Research;Dalian University of Technology;State Key Laboratory of Geo-hazards Prevention and Geo-environment Protection;Chengdu University of Technology;
..............page:1521-1529+1549
Preliminary study of frost heave pressure and its influence on crack and deterioration mechanisms of rock mass
LIU Quan-sheng;HUANG Shi-bing;KANG Yong-shui;LIU Jian-ping;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Hubei Provincial Key Laboratory of Geotechnical and Structural Engineering Safety;School of Civil and Architectural Engineering;Wuhan University;
LIU Quan-sheng;HUANG Shi-bing;KANG Yong-shui;LIU Jian-ping;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Hubei Provincial Key Laboratory of Geotechnical and Structural Engineering Safety;School of Civil and Architectural Engineering;Wuhan University;
..............page:1530-1542
Seismic responses of a micropile in liquefiable soils
WANG Ming-wu;ZHAO Kui-yuan;ZHU Qi-kun;XU Xin-yu;School of Civil and Hydraulic Engineering;Hefei University of Technology;
WANG Ming-wu;ZHAO Kui-yuan;ZHU Qi-kun;XU Xin-yu;School of Civil and Hydraulic Engineering;Hefei University of Technology;
..............page:1543-1549
Review on soil thermal conductivity and prediction model
ZHANG Nan;XIA Sheng-quan;HOU Xin-yu;WANG Zhao-yu;The University of Texas at Arlington;Nanjing Metro Operation Limited Liability Company;College of Civil Engineering;Jiangsu Open University;College of Civil Engineering;Yancheng Institute of Technology;
ZHANG Nan;XIA Sheng-quan;HOU Xin-yu;WANG Zhao-yu;The University of Texas at Arlington;Nanjing Metro Operation Limited Liability Company;College of Civil Engineering;Jiangsu Open University;College of Civil Engineering;Yancheng Institute of Technology;
..............page:1550-1562
A study of the long-term influence of twin tunneling on the existing pile group under cyclic variation of groundwater level
MA Shao-kun;SHAO Yu;Lü Hu;WONG K S;NG C W W;CHEN Xin;JIANG Jie;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety;Guangxi University;Department of Civil and Environmental Engineering;Hong Kong University of Science and Technology;
MA Shao-kun;SHAO Yu;Lü Hu;WONG K S;NG C W W;CHEN Xin;JIANG Jie;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety;Guangxi University;Department of Civil and Environmental Engineering;Hong Kong University of Science and Technology;
..............page:1563-1568+1578
An experimental study of the deformation and strength characteristics of soft clay under principal stress axis rotation caused by traffic load
SHEN Yang;TAO Ming-an;WANG Xin;DU Wen-han;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;The Third Railway Survey and Design Institute Group Corporation;
SHEN Yang;TAO Ming-an;WANG Xin;DU Wen-han;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;The Third Railway Survey and Design Institute Group Corporation;
..............page:1569-1578
Experimental study of migration laws of gas during loading-unloading process at different temperatures
XU Jiang;ZHANG Min;PENG Shou-jian;LI Bo-bo;WU Xue-feng;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
XU Jiang;ZHANG Min;PENG Shou-jian;LI Bo-bo;WU Xue-feng;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
..............page:1579-1587
Experimental study of evolving stress relaxation system of deep coal seam and its dynamic analysis
LIU Chuan-xiao;WANG Long;LIU Xing-hui;ZHUANG Shuai;YU Shao-bo;College of Water Conservancy and Civil Engineering;Shandong Agricultural University;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Tianchen Colliery;Zaozhuang Mining Engineering Co.;Ltd.;
LIU Chuan-xiao;WANG Long;LIU Xing-hui;ZHUANG Shuai;YU Shao-bo;College of Water Conservancy and Civil Engineering;Shandong Agricultural University;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Tianchen Colliery;Zaozhuang Mining Engineering Co.;Ltd.;
..............page:1588-1596
Laboratory study of interaction between a circular hole defect and mode I moving crack
YANG Ren-shu;XU Peng;YUE Zhong-wen;CHEN Cheng;School of Mechanics & Civil Engineering;China University of Mining & Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;
YANG Ren-shu;XU Peng;YUE Zhong-wen;CHEN Cheng;School of Mechanics & Civil Engineering;China University of Mining & Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;
..............page:1597-1602
Effect of bedding plane direction on acoustic emission characteristics of shale in Brazilian tests
HOU Peng;GAO Feng;YANG Yu-gui;ZHANG Zhi-zhen;GAO Ya-nan;ZHANG Xiang-xiang;ZHANG Ji;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining and Technology;School of Mechanics & Civil Engineering;China University of Mining and Technology;
HOU Peng;GAO Feng;YANG Yu-gui;ZHANG Zhi-zhen;GAO Ya-nan;ZHANG Xiang-xiang;ZHANG Ji;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining and Technology;School of Mechanics & Civil Engineering;China University of Mining and Technology;
..............page:1603-1612
Free-strain solutions for two-dimensional consolidation with a sand-wall drain
LI Zan;LEI Guo-hui;FU Cui-wei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
LI Zan;LEI Guo-hui;FU Cui-wei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:1613-1622+1632
Pastor-Zienkiewicz based constitutive model and determination method of its state parameters
LI Hong-en;LI Zheng;XU Hai-feng;FAN Guang-ya;HE Yong-jun;Dam Safety Management Department;Nanjing Hydraulic Research Institute;
LI Hong-en;LI Zheng;XU Hai-feng;FAN Guang-ya;HE Yong-jun;Dam Safety Management Department;Nanjing Hydraulic Research Institute;
..............page:1623-1632
Calculation and analysis of ground stiffness in soil-adjacent foundation interaction
YU Wen-zheng;TAO Zhong;YANG Rui-xin;CHEN Ming-ming;Department of Civil Engineering;Kunming University of Science and Technology;Yunnan Yicheng Architectural Design Co.;Ltd.;
YU Wen-zheng;TAO Zhong;YANG Rui-xin;CHEN Ming-ming;Department of Civil Engineering;Kunming University of Science and Technology;Yunnan Yicheng Architectural Design Co.;Ltd.;
..............page:1633-1641
Influence of sand mixing ratio on swelling characteristics of bentonite-sand mixtures
SUN Wen-jing;LIU Shi-qing;SUN De-an;WEI Zhen-fei;Department of Civil Engineering;Shanghai University;
SUN Wen-jing;LIU Shi-qing;SUN De-an;WEI Zhen-fei;Department of Civil Engineering;Shanghai University;
..............page:1642-1648
An upper-bound limit analysis of the bearing capacity of a capped rigid pile based on unified strength theory
ZHAO Yang;CHEN Chang-fu;WANG Chun-zi;School of Civil Engineering;Hunan University;
ZHAO Yang;CHEN Chang-fu;WANG Chun-zi;School of Civil Engineering;Hunan University;
..............page:1649-1656
A study of modified Drucker-Prager yield criterion
ZHOU Yong-qiang;SHENG Qian;LIU Fang-xin;FU Xiao-dong;ZHU Ze-qi;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Department of Economy Management;North China Electric Power University;
ZHOU Yong-qiang;SHENG Qian;LIU Fang-xin;FU Xiao-dong;ZHU Ze-qi;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Department of Economy Management;North China Electric Power University;
..............page:1657-1664
Research on stabilization microcosmic mechanism of lignin based industrial by-product treated subgrade silt
ZHANG Tao;CAI Guo-jun;LIU Song-yu;LI Jun-hai;JIE Dao-bo;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;Jiangsu Province Communications Planning and Design Institute Co.;Ltd.;
ZHANG Tao;CAI Guo-jun;LIU Song-yu;LI Jun-hai;JIE Dao-bo;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;Jiangsu Province Communications Planning and Design Institute Co.;Ltd.;
..............page:1665-1672
Application of failure envelope theory to multi-footings system
SHEN Zhi-chao;BIE She-an;XUE Run-ze;YAO Hai-yuan;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Port Engineering Institute Co.;Ltd.of CCCC;Transport Planning and Research Institute;Ministry of Transport;
SHEN Zhi-chao;BIE She-an;XUE Run-ze;YAO Hai-yuan;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Port Engineering Institute Co.;Ltd.of CCCC;Transport Planning and Research Institute;Ministry of Transport;
..............page:1673-1679
Observation and back analysis of settlement of piled-raft foundation in soft soil
XIAO Jun-hua;ZHAO Xi-hong;School of Civil Engineering;Shandong Jianzhu University;Department of Geotechnical Engineering;Tongji University;
XIAO Jun-hua;ZHAO Xi-hong;School of Civil Engineering;Shandong Jianzhu University;Department of Geotechnical Engineering;Tongji University;
..............page:1680-1688
..............page:1688
Prediction of the scope of Jiangkou gully debris flow hazard using CFX software
HU Xie-wen;DIAO Ren-hui;LIANG Jing-xuan;LUO Gang;WEI Lai;School of Geosciences and Environment Engineering;Southwest Jiaotong University;State-Province Joint Engineering Laboratory of Spatial Information Technology for High-Speed Railway Safety;Southwest Jiaotong University;
HU Xie-wen;DIAO Ren-hui;LIANG Jing-xuan;LUO Gang;WEI Lai;School of Geosciences and Environment Engineering;Southwest Jiaotong University;State-Province Joint Engineering Laboratory of Spatial Information Technology for High-Speed Railway Safety;Southwest Jiaotong University;
..............page:1689-1696
Inversion of instantaneous and rheological parameters of high rockfill dams based on response surface method
YANG He;ZHOU Wei;MA Gang;LI Shao-lin;CHANG Xiao-lin;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
YANG He;ZHOU Wei;MA Gang;LI Shao-lin;CHANG Xiao-lin;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
..............page:1697-1705
A geological indexes-based empirical model for estimation of permeability coefficient in fractured rock mass
CHEN Jun;LIU Ming-ming;LI Xing;CHEN Yi-feng;ZHOU Chuang-bing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
CHEN Jun;LIU Ming-ming;LI Xing;CHEN Yi-feng;ZHOU Chuang-bing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
..............page:1706-1714
Stability analysis of a municipal solid waste slope layered by aging
FAN Xin-ping;HUANG Mao-song;WANG Hao-ran;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Urban Construction Design & Research Institute;
FAN Xin-ping;HUANG Mao-song;WANG Hao-ran;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Urban Construction Design & Research Institute;
..............page:1715-1720
Pillar width determination and surrounding rocks control of gob-side entry with large cross-section and fully-mechanized mining
ZHANG Guang-chao;HE Fu-lian;College of Resources & Safety Engineering;China University of Mining & Technology;
ZHANG Guang-chao;HE Fu-lian;College of Resources & Safety Engineering;China University of Mining & Technology;
..............page:1721-1728+1736
Dynamic response characteristics of an anchored rock slope during Wenchuan earthquake
HUANG Qiu-xiang;XU Xiang-tao;XU Chao;LI Kai;WANG Jia-lin;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
HUANG Qiu-xiang;XU Xiang-tao;XU Chao;LI Kai;WANG Jia-lin;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:1729-1736
Sensitivity analysis of the effect of rock mass parameters on slope stability evaluation: A case study of abutment slope of Dagangshan
WAN Liang-peng;XU Yang;LI Jian-lin;WANG Shao-hua;ZHOU Mei-ling;School of Water Resources and Hydropower;Wuhan University;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;College of Hydraulic & Environmental Engineering;China Three Gorges University;College of Traffic and Engineering;Hubei Three Gorges Polytechnic;
WAN Liang-peng;XU Yang;LI Jian-lin;WANG Shao-hua;ZHOU Mei-ling;School of Water Resources and Hydropower;Wuhan University;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;College of Hydraulic & Environmental Engineering;China Three Gorges University;College of Traffic and Engineering;Hubei Three Gorges Polytechnic;
..............page:1737-1744
Prediction of probability of seismic-induced liquefaction based on Bayesian network
HU Ji-lei;TANG Xiao-wei;QIU Jiang-nan;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Institute of Geotechnical Engineering;School of Civil Engineering;Dalian University of Technology;Institute of Information Management and Information systems;Dalian University of Technology;
HU Ji-lei;TANG Xiao-wei;QIU Jiang-nan;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Institute of Geotechnical Engineering;School of Civil Engineering;Dalian University of Technology;Institute of Information Management and Information systems;Dalian University of Technology;
..............page:1745-1752
Reflection of P1 wave from free surfaces of double-porosity media
HE Peng-fei;XIA Tang-dai;LIU Zhi-jun;CHEN Wei-yun;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;Research Center of Costal and Urban Geotechnical Engineering;Zhejiang University;Institute of Geotechnical Engineering;Nanjing Tech University;
HE Peng-fei;XIA Tang-dai;LIU Zhi-jun;CHEN Wei-yun;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;Research Center of Costal and Urban Geotechnical Engineering;Zhejiang University;Institute of Geotechnical Engineering;Nanjing Tech University;
..............page:1753-1761
A review of numerical simulation methods for geomechanical problems induced by CO2 geological storage
LI Xiao-chun;YUAN Wei;BAI Bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Shijiazhuang Tiedao University;
LI Xiao-chun;YUAN Wei;BAI Bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Shijiazhuang Tiedao University;
..............page:1762-1772
‘Two sides of one’ method for inversion of correlated parameters random fields
CHEN Jian;WANG Zhan-sheng;RONG Hu-reng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil Engineering;Hebei Institute of Architecture and Civil Engineering;
CHEN Jian;WANG Zhan-sheng;RONG Hu-reng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil Engineering;Hebei Institute of Architecture and Civil Engineering;
..............page:1773-1780+1817
Elastoplastic finite element analysis for influences of pressure solution on thermo-hydro-mechanical coupling in aggregate rock
ZHOU Ying-bo;ZHANG Yu-jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHOU Ying-bo;ZHANG Yu-jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1781-1790
An approach to determining critical slip surface based on displacement field analysis
YUAN Wei;HU Ye-jiang;LI Xiao-chun;BAI Bing;WANG Wei;JI Xiao-lei;School of Civil Engineering;Shijiazhuang Tiedao University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China North Industries Norengeo Ltd.;
YUAN Wei;HU Ye-jiang;LI Xiao-chun;BAI Bing;WANG Wei;JI Xiao-lei;School of Civil Engineering;Shijiazhuang Tiedao University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China North Industries Norengeo Ltd.;
..............page:1791-1798
Study of rheological behaviors of granular materials based on exact scaling laws
YI Ying;ZHOU Wei;MA Gang;YANG Li-fu;CHANG Xiao-lin;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Education Ministry;Wuhan University;
YI Ying;ZHOU Wei;MA Gang;YANG Li-fu;CHANG Xiao-lin;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Education Ministry;Wuhan University;
..............page:1799-1808
Application of a three-dimensional yield criterion to granular flow modeling
FEI Jian-bo;JIE Yu-xin;ZHANG Bing-yin;FU Xu-dong;Sanjiangyuan Collaborative Innovation Center;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
FEI Jian-bo;JIE Yu-xin;ZHANG Bing-yin;FU Xu-dong;Sanjiangyuan Collaborative Innovation Center;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
..............page:1809-1817
Parameter analysis of three-dimensional interference minimum point and its location determination in low strain integrity testing of piles
RONG Chui-qiang;ZHAO Xiao-hua;ZOU Yu;Department of Civil Engineering;Shantou University;Key Laboratory of Structure and Wind Tunnel of Guangdong Higher Education Institutes;Shantou University;Wuhan Sinorock Technology Co.;Ltd.;
RONG Chui-qiang;ZHAO Xiao-hua;ZOU Yu;Department of Civil Engineering;Shantou University;Key Laboratory of Structure and Wind Tunnel of Guangdong Higher Education Institutes;Shantou University;Wuhan Sinorock Technology Co.;Ltd.;
..............page:1818-1824
..............page:1824