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Chinese Journal of Geotechnical Engineering
FQ: 月刊
AD of Publication: 江苏省南京市
Lanuage: 中文;
ISSN: 1000-4548
CN: 32-1124/TU
YP: 1979
Url: 中国水利学会;中国土木工程学会;中国力学学会;中国建筑学会;中国水利发电工程学会;中国振动工程学会
Recommended Journals
Chinese Journal of Geotechnical Engineering
2014 -01
Catalog
A fundamental theory of environmental geotechnics and its application CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University;Institute of Geotechnical Engineering, Zhejiang University;
Relationship between RMR and BQ for rock mass classification and estimation of its mechanical parameters XU Hong-fa;CHEN Feng;WANG Bin;HUA Zhong-min;GEN Han-sheng;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, College of Defence Engineering, PLA University of Science and Technology;
Classification of stability of surrounding rock using cloud model LI Jian;WANG Ming-wu;XU Peng;XU Peng-chong;School of Civil and Hydraulic Engineering, Hefei University of Technology;
Experimental study on influence of stress state on seepage failure characteristics of coarse grained soil with cohesive particles JIANG Zhong-ming;WANG Wei;FENG Shu-rong;ZHONG Hui-ya;ZHAO Hai-bin;School of Hydraulic Engineering, Changsha University of Science & Technology;Hunan Key Laboratory of Key Technologies for Hydropower Resources Development, HydroChina Zhongnan Engineering Corporation;
Diffusion law of grouts in irregular faults based on fractal interpolation LI Song-ying;LUO Ping-ping;College of Geosciences and Surveying Engineering, China University of Mining and Technology (Beijing);Geological Institute,Yima Coal Industry Group Co., Ltd.;
Prevention and control technology of mine pressure bumping of coal mining face in seam island based on deep mining and thick topsoil of complex spatial structure of overlying strata YANG Guang-yu;JIANG Fu-xing;WANG Cun-wen;Civil & Environment Engineering School, University of Science and Technology Beijing;
Time-dependent deformation of rock slopes based on long-term strength characteristics of rocks LI Lian-chong;LI Shao-hua;LI Hong;School of Civil and Hydraulic Engineering, Dalian University of Technology;
Excavation disturbance and stability of short-distance roadway with high stress and soft rock mass YU Wei-jian;DU Shao-hua;WANG Wei-jun;ZHU Yong-jian;Hunan Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan University of Science and Technology;
Deformation control of operating tunnels induced by deep excavation of overlying metro XIE Xiong-yao;YU Hong-jie;WANG Qing-guo;WANG Cheng;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University;Department of Geotechnical Engineering, Tongji University;Shanghai Shentong Metro Group Co., Ltd.;North Region Subsidiary, Shanghai Municipal Electronic Power Company;
Physical model tests and PFC~(3D) modeling of soil-pipe interaction in sands during tunnelling WANG Zheng-xing;MIAO Lin-chang;WANG Ran-ran;WANG Fei;WANG Xiao-long;Southeast University;Jiangsu Electric Power Design Institute;
Analytical study on dissipation of excess pore water pressure around tunnels with semi-permeable boundary conditions LI Xiang-yu;LIU Guo-bin;LIU Ming;FENG Qing-gao;Institute of Foundation Engineering,China Academy of Building Research;State Key Laboratory of Building Safety and Built Environment;Department of Geotechnical Engineering, Tongji University;
Creep deformation of 300 m-high earth core rockfill dam WANG Guan-qi;YU Ting;LI Yong-hong;LI Guo-ying;Chengdu Hydroelectric Investigation & Design Institute of CHECC;Geotechnical Engineering Department,Nanjing Hydraulic Research Institute;
Comparative study on different parameters of random finite element models for an embankment supported by multilayered foundations LI Ya-jun;LIU Si-hong;FU Zhong-zhi;LI Zhuo;College of Water Conservancy and Hydropower Engineering, Hohai University;Delft University of Technology;Nanjing Hydraulic Research Institute;
Upper bound limit analysis of stability of soils between unbaffled cantilever anti-slide piles ZHANG Yong-xing;WANG Ming-min;LIU Jie;WANG Gui-lin;School of Civil Engineering, Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University),Ministry of Education;
Constitutive model for unsaturated expansive soils under suction cycles LI Jian;ZHAO Cheng-gang;ASREAZAD Saman;School of Civil Engineering, Beijing Jiaotong University;College of Civil Engineering and Architecture, Guilin University of Technology;
Failure envelopes of large-diameter shallow buried bucket foundation in undrained saturated soft clay under combined loading conditions LIU Run;WANG Lei;DING Hong-yan;LIAN Ji-jian;LI Bao-ren;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin Institute of Geotechnical Investigation & Surveying;
Risk synthetic assessment for deep pit construction based on evidence theory DU Xiu-li;ZHANG Xue-feng;ZHANG Ming-ju;HOU Ben-wei;The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology;
Development and application of multi-functional biaxial tensile testing machine for geosynthetics WU Hai-min;SHU Yi-ming;CAO Ming-jie;JIANG Xiao-zhen;JIANG Shan-ping;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University;College of Water Conservancy and Hydropower Engineering, Hohai University;
Applications of energy piles and technical development of PCC energy piles LIU Han-long;KONG Gang-qiang;CHARLES W. W. Ng;College of Civil and Transportation Engineering, Hohai University;Civil Engineering Department, Hong Kong University of Science and Technology;
Interaction between iron oxide colloids and clay minerals and its effect on properties of caly ZHANG Xian-wei;KONG Ling-wei;State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics, Chinese Academy of Sciences;
Simulation of progressive collapse and redundancy of ring-beam supporting structures of excavations ZHENG Gang;CHENG Xue-song;ZHANG Yan;MOE Key Laboratory of Coast Civil Structure Safety;Department of Civil Engineering, Tianjin University;China Civil Engineering Society;
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