1000-7598
2016 Issue 10
Dynamic characteristics of serpentinite under condition of high static load and frequent dynamic disturbance
TANG Li-zhong;CHENG Lu-ping;WANG Chun;SHU Ji-bu;WU Jian-li;CHEN Yuan;School of Resources & Safety Engineering;Central South University;
TANG Li-zhong;CHENG Lu-ping;WANG Chun;SHU Ji-bu;WU Jian-li;CHEN Yuan;School of Resources & Safety Engineering;Central South University;
..............page:2737-2745
Experimental study of bearing characteristic of bucket foundation of offshore wind turbine with bulkheads
LIAN Ji-jian;HE Wei;WU Mu-dan;WANG Hai-jun;State key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
LIAN Ji-jian;HE Wei;WU Mu-dan;WANG Hai-jun;State key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
..............page:2746-2752
Deformation simulation of brittle rock based on micromechanical properties
CAO Wen-gui;ZHANG Chao;HE Min;LIU Tao;Geotechnical Engineering Institute;Hunan University;
CAO Wen-gui;ZHANG Chao;HE Min;LIU Tao;Geotechnical Engineering Institute;Hunan University;
..............page:2753-2760
Permeability evolution of brittle rock in progressive failure process under triaxial compression
WANG Wei;LI Xue-hao;HU Da-wei;CAO Ya-jun;Geotechnical Research Institute;Hohai University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
WANG Wei;LI Xue-hao;HU Da-wei;CAO Ya-jun;Geotechnical Research Institute;Hohai University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2761-2768+2779
Stress-strain characteristics of rubber-sand mixtures in united triaxial shear and simple shear tests
LIU Fang-cheng;ZHANG Yong-fu;REN Dong-bin;School of Civil Engineering;Hunan University of Technology;
LIU Fang-cheng;ZHANG Yong-fu;REN Dong-bin;School of Civil Engineering;Hunan University of Technology;
..............page:2769-2779
Mesostructural characteristic and random reconstruction of soil-rock particles based on plural Fourier analysis
SHI Chong;BAI Jin-shou;YU Shi-yan;WANG Wei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
SHI Chong;BAI Jin-shou;YU Shi-yan;WANG Wei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:2780-2786
An upper-bound limit analysis of ultimate bearing capacity of ground foundation adjacent to slope based on asymmetric and bilateral failure mode
HU Wei-dong;CAO Wen-gui;YUAN Qing-song;Institute of Geotechnical Engineering;Hunan University;College of Civil Engineering and Architecture;Hunan Institute of Science and Technology;
HU Wei-dong;CAO Wen-gui;YUAN Qing-song;Institute of Geotechnical Engineering;Hunan University;College of Civil Engineering and Architecture;Hunan Institute of Science and Technology;
..............page:2787-2794
Swelling model study of expansive soil at K0 and triaxial stress state
LIU Qing-bing;WU Yun-gang;XIANG Wei;WANG Ren;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Three Gorges Research Center for Geo-hazard of Ministry of Education;China University of Geosciences;Wuhan Geotechnical Engineering and Surveying Co.;Ltd.;
LIU Qing-bing;WU Yun-gang;XIANG Wei;WANG Ren;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Three Gorges Research Center for Geo-hazard of Ministry of Education;China University of Geosciences;Wuhan Geotechnical Engineering and Surveying Co.;Ltd.;
..............page:2795-2802+2809
Evolution of permeability of granite with tensile and compressive-shear cracks
ZHANG Fan;WANG Liang;ZHAO Jian-jian;Lü Tao;SHENG Qian;ZHOU Hui;HU Da-wei;YANG Feng;School of Civil Engineering and Architecture;Hubei University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Nuclear Power Engineering Co.;Ltd.;School of Civil & Architecture Engineering;East China University of Technology;
ZHANG Fan;WANG Liang;ZHAO Jian-jian;Lü Tao;SHENG Qian;ZHOU Hui;HU Da-wei;YANG Feng;School of Civil Engineering and Architecture;Hubei University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Nuclear Power Engineering Co.;Ltd.;School of Civil & Architecture Engineering;East China University of Technology;
..............page:2803-2809
Analysis of horizontal dynamic impedance of pipe pile in layered soils based on transfer-matrix formulation
SHEN Ji-ping;CHEN Lei;School of Urban Rail Transportation;Soochow University;
SHEN Ji-ping;CHEN Lei;School of Urban Rail Transportation;Soochow University;
..............page:2810-2816
Nonlinear seepage behaviors of fluid in fracture networks
LIU Ri-cheng;JIANG Yu-jing;LI Bo;YU Li-yuan;DU Yan;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Graduate School of Engineering;Nagasaki University;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;College of Civil Engineering;Shaoxing University;School of Civil and Environmental Engineering;University of Science & Technology Beijing;
LIU Ri-cheng;JIANG Yu-jing;LI Bo;YU Li-yuan;DU Yan;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Graduate School of Engineering;Nagasaki University;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;College of Civil Engineering;Shaoxing University;School of Civil and Environmental Engineering;University of Science & Technology Beijing;
..............page:2817-2824
Experimental study of basal heave failure mode of narrow-deep foundation pit in soft clay
ZHANG Fei;LI Jing-pei;SUN Chang-an;SHEN Guang-jun;LI Fei;School of Civil Engineering;Yancheng Institute of Technology;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
ZHANG Fei;LI Jing-pei;SUN Chang-an;SHEN Guang-jun;LI Fei;School of Civil Engineering;Yancheng Institute of Technology;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:2825-2832
Debonding analysis of a single anchor using catastrophe theory
WANG Hui;GUO Yuan-cheng;School of Civil Engineering;Zhengzhou University;School of Civil Engineering;Henan Polytechnic University;
WANG Hui;GUO Yuan-cheng;School of Civil Engineering;Zhengzhou University;School of Civil Engineering;Henan Polytechnic University;
..............page:2833-2838
Moisture migration of unsaturated soil due to thermal gradients
LI Yan-long;WANG Jun;WANG Tie-hang;School of Civil Engineering;Xuchang College;School of Civil Engineering;Xi’an University of Architecture & Technology;
LI Yan-long;WANG Jun;WANG Tie-hang;School of Civil Engineering;Xuchang College;School of Civil Engineering;Xi’an University of Architecture & Technology;
..............page:2839-2844
Evolution of capillary force of liquid bridge between clay particles in process from its formation to rupture
ZHANG Zhao;LIU Feng-yin;LI Rong-jian;CHAI Jun-rui;ZHANG Chong-shuai;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area;Xi’an University of Technology;
ZHANG Zhao;LIU Feng-yin;LI Rong-jian;CHAI Jun-rui;ZHANG Chong-shuai;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area;Xi’an University of Technology;
..............page:2845-2850+2860
Model experiment on inrush of water and mud and catastrophic evolution in a fault fracture zone tunnel
WANG De-ming;ZHANG Qing-song;ZHANG Xiao;WANG Kai;TAN Ying-hua;Research Center of Geotechnical and Structural Engineering;Shandong University;
WANG De-ming;ZHANG Qing-song;ZHANG Xiao;WANG Kai;TAN Ying-hua;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:2851-2860
Mechanical properties and energy mechanism of red sandstone under hydro-dynamic coupling effect
WANG Hao-yu;XU Jin-yu;WANG Peng;LIU Shi;LIU Shao-he;Department of Airfield and Building Engineering;Air Force Engineering University;College of Mechanics and Civil Architecture;Northwest Polytechnic University;
WANG Hao-yu;XU Jin-yu;WANG Peng;LIU Shi;LIU Shao-he;Department of Airfield and Building Engineering;Air Force Engineering University;College of Mechanics and Civil Architecture;Northwest Polytechnic University;
..............page:2861-2868+2876
Application of transfer function to on-site shaking table test
FAN Gang;ZHANG Jian-jing;FU Xiao;WANG Ming-yuan;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;School of Civil Engineering;Southwest Jiaotong University;School of Civil Engineering;Southwest Jiaotong University;Power China Huadong Engineering Corporation Limited;
FAN Gang;ZHANG Jian-jing;FU Xiao;WANG Ming-yuan;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;School of Civil Engineering;Southwest Jiaotong University;School of Civil Engineering;Southwest Jiaotong University;Power China Huadong Engineering Corporation Limited;
..............page:2869-2876
Modification of strain wedge method for lateral soil-pile interaction in sand
YANG Xiao-feng;ZHANG Chen-rong;HUANG Mao-song;YUAN Ju-yun;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
YANG Xiao-feng;ZHANG Chen-rong;HUANG Mao-song;YUAN Ju-yun;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:2877-2884+2892
Effect of pore water chemistry on physical and mechanical properties of sliding-zone soil:An experimental study
TANG Wen;YAO Zhi-bin;LI Shao-jun;SUN Qian-cheng;Faculty of Engineering;China University of Geosciences;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;State Key Laboratory of Geomechanics and Geotechinical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
TANG Wen;YAO Zhi-bin;LI Shao-jun;SUN Qian-cheng;Faculty of Engineering;China University of Geosciences;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;State Key Laboratory of Geomechanics and Geotechinical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2885-2892
Model experimental study of accelerating dissipation of excess pore water pressure in soil around a permeable pipe pile
HUANG Yong;WANG Jun;MEI Guo-xiong;College of Transportation Engineering;Nanjing University of Technology;College of Civil Engineering and Architecture;Wenzhou University;College of Civil Engineering and Architecture;Guangxi University;
HUANG Yong;WANG Jun;MEI Guo-xiong;College of Transportation Engineering;Nanjing University of Technology;College of Civil Engineering and Architecture;Wenzhou University;College of Civil Engineering and Architecture;Guangxi University;
..............page:2893-2898+2908
Model experimental study of deformation and failure law in excavation of deep rock mass with multi-cleftiness of different angles
MA Teng-fei;LI Shu-chen;LI Shu-cai;XU Xian-hui;ZHANG Lu-chen;PING Yang;Research Center of Geotechnical and Structural Engineering;Shandong University;
MA Teng-fei;LI Shu-chen;LI Shu-cai;XU Xian-hui;ZHANG Lu-chen;PING Yang;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:2899-2908
Influences of depth of maximum lateral deflection of excavation support on adjacent environment
KANG Zhi-jun;TAN Yong;LI Xiang;WEI Bin;XU Chang-Jie;Department of Geotechnical Engineering;Tongji University;CCCC Fourth Harbor Engineering Institute Co.Ltd.;East China Survey and Design Co.Ltd.;China Railway Eryuan Engineering Group Company;School of Civil Engineering and Architecture;East China Jiaotong University;
KANG Zhi-jun;TAN Yong;LI Xiang;WEI Bin;XU Chang-Jie;Department of Geotechnical Engineering;Tongji University;CCCC Fourth Harbor Engineering Institute Co.Ltd.;East China Survey and Design Co.Ltd.;China Railway Eryuan Engineering Group Company;School of Civil Engineering and Architecture;East China Jiaotong University;
..............page:2909-2914+2920
Research on hydrogeological parameters of aquifer in 1st terrace of Yangtze River in Wuhan and its application
XU Yang-qing;LIU Guo-feng;WU Xi-chen;Wuhan Design and Research Institute of China Coal Technology & Engineering Group;
XU Yang-qing;LIU Guo-feng;WU Xi-chen;Wuhan Design and Research Institute of China Coal Technology & Engineering Group;
..............page:2915-2920
Structural effect on equivalent modulus of deformation of columnar jointed rock mass with jointed finite element method
CUI Zhen;WEI Qian;HOU Jing;SHENG Qian;LI Liang-quan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Power China Huadong Engineering Corporation;Technical Center of China Construction Engineering Third Bureau;
CUI Zhen;WEI Qian;HOU Jing;SHENG Qian;LI Liang-quan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Power China Huadong Engineering Corporation;Technical Center of China Construction Engineering Third Bureau;
..............page:2921-2928+2936
Energy criterion of abutment pressure induced strain-mode rockburst
LIU Xue-sheng;TAN Yun-liang;NING Jian-guo;TIAN Cheng-lin;TIAN Zhi-wei;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and Ministry of Science and Technology;Shandong University of Science and Technology;Faculty of Earth Resources;China University of Geosciences;
LIU Xue-sheng;TAN Yun-liang;NING Jian-guo;TIAN Cheng-lin;TIAN Zhi-wei;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and Ministry of Science and Technology;Shandong University of Science and Technology;Faculty of Earth Resources;China University of Geosciences;
..............page:2929-2936
Multi-fractal characteristics of joint geometric distribution of granite in Beishan
XUE Dong-jie;ZHOU Hong-wei;REN Wei-guang;ZHAO Biao;School of Mechanics and Civil Engineering;China University of Mining and Technology;
XUE Dong-jie;ZHOU Hong-wei;REN Wei-guang;ZHAO Biao;School of Mechanics and Civil Engineering;China University of Mining and Technology;
..............page:2937-2944
..............page:2944
A method for calculating the safety rock thickness of pile bearing strata with considering deadweight of karst cave roof
BAI Hua-jun;China Railway Siyuan Survey and Design Group Co.;Ltd.;
BAI Hua-jun;China Railway Siyuan Survey and Design Group Co.;Ltd.;
..............page:2945-2952
An equivalent method for calculating side friction of pile considering excavation-induced unloading effcet
ZHOU Ping-huai;YANG Xue-lin;Zhejiang Provincial Institute of Architectural Design and Research;Institute of Geotechnical Engineering;Zhejiang University;
ZHOU Ping-huai;YANG Xue-lin;Zhejiang Provincial Institute of Architectural Design and Research;Institute of Geotechnical Engineering;Zhejiang University;
..............page:2953-2960
Two-stage back analysis method of initial geostress field in dam areas considering distribution characteristics of geostress
PEI Qi-tao;DING Xiu-li;LU Bo;HUANG Shu-ling;FU Jing;HAN Xiao-yu;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
PEI Qi-tao;DING Xiu-li;LU Bo;HUANG Shu-ling;FU Jing;HAN Xiao-yu;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:2961-2970
Influence of rock mass strength on volume and shape of fragmental pit generated by a single tooth of roller bit
GUO Ru-kun;FENG Chun;LI Zhan-jun;LI Shi-hai;Key Laboratory for Mechanics in Fluid Solid Coupling Systems;Institute of Mechanics;Chinese Academy of Sciences;Guangdong Hongda Blasting Co.;Ltd.;
GUO Ru-kun;FENG Chun;LI Zhan-jun;LI Shi-hai;Key Laboratory for Mechanics in Fluid Solid Coupling Systems;Institute of Mechanics;Chinese Academy of Sciences;Guangdong Hongda Blasting Co.;Ltd.;
..............page:2971-2978
Solution of blasting-induced stress wave propagation in an infinite elastic medium based on characteristics method
LEI Wei-dong;LI Hong-jun;LIU Chun;Shenzhen Graduate School;Harbin Institute of Technology;Hualan Design & Consulting Group;
LEI Wei-dong;LI Hong-jun;LIU Chun;Shenzhen Graduate School;Harbin Institute of Technology;Hualan Design & Consulting Group;
..............page:2979-2983+3002
A linearly independent high-order numerical manifold method with physically meaningful degrees of freedom
XU Dong-dong;YANG Yong-tao;ZHENG Hong;WU Ai-qing;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
XU Dong-dong;YANG Yong-tao;ZHENG Hong;WU Ai-qing;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2984-2992
Analysis of mesoscopic damage and mechanical behaviors of soil-rock mixture based on template database of soft and hard rocks
HE Chun-can;HU Xin-li;GONG Hui;TAN Fu-lin;ZHANG Han;ZHANG Xiao-yong;Faculty of Engineering;China University of Geosciences;Central Southern China Electric Power Design Institute of China Power Engineering Consulting Group;College of Geology and Environment;Xi’an University of Science and Technology;
HE Chun-can;HU Xin-li;GONG Hui;TAN Fu-lin;ZHANG Han;ZHANG Xiao-yong;Faculty of Engineering;China University of Geosciences;Central Southern China Electric Power Design Institute of China Power Engineering Consulting Group;College of Geology and Environment;Xi’an University of Science and Technology;
..............page:2993-3002
Influence of hydraulic fracturing on natural fracture in rock mass
SHI Lu-yang;LI Jian;XU Xiao-rui;YU Tian-tang;Department of Engineering Mechanics;North China University of Water Resources and Electric Power;College of Water Conservancy Engineering;Yellow River Conservancy Technical Institute;Department of Engineering Mechanics;Hohai University;
SHI Lu-yang;LI Jian;XU Xiao-rui;YU Tian-tang;Department of Engineering Mechanics;North China University of Water Resources and Electric Power;College of Water Conservancy Engineering;Yellow River Conservancy Technical Institute;Department of Engineering Mechanics;Hohai University;
..............page:3003-3010+3016
Numerical simulation of blasting vibration on existing tunnel extension
LIU Dong;GAO Wen-xue;SUN Bao-ping;LIU Dan-hui;ZHOU Shi-sheng;College of Architecture and Civil Engineering;Beijing University of Technology;Beijing Road Engineering Quality Supervision Station;School of Safety and Environmental Engineering;Capital University of Economics and Business;Beijing Road Engineering Cost and Quota Management Station;Beijing Road and Bridge Municipal Co.Ltd.;
LIU Dong;GAO Wen-xue;SUN Bao-ping;LIU Dan-hui;ZHOU Shi-sheng;College of Architecture and Civil Engineering;Beijing University of Technology;Beijing Road Engineering Quality Supervision Station;School of Safety and Environmental Engineering;Capital University of Economics and Business;Beijing Road Engineering Cost and Quota Management Station;Beijing Road and Bridge Municipal Co.Ltd.;
..............page:3011-3016
Application of three-dimensional numerical manifold method to crack propagation
YANG Shi-kou;ZHANG Ji-xun;REN Xu-hua;ZHANG Dao-fa;College of Water Conservancy and Hydropower Engineering;Hohai University;
YANG Shi-kou;ZHANG Ji-xun;REN Xu-hua;ZHANG Dao-fa;College of Water Conservancy and Hydropower Engineering;Hohai University;
..............page:3017-3025
Macro-micro mechanical property of pore-filling type methane hydrate-bearing sediment in true triaxial tests based on distinct element analysis
HE Jie;JIANG Ming-jing;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;
HE Jie;JIANG Ming-jing;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;
..............page:3026-3034+3040
Safety monitoring experiment of unstable rock based on natural vibration frequency
DU Yan;XIE Mo-wen;JIANG Yu-jing;LI Bo;GAO Yang;LIU Qiu-qiang;School of Civil Engineering;University of Science & Technology Beijing;Graduate School of Engineering;Nagasaki University;State Key Laboratory of Mining Disaster Prevention and Control;Shandong University of Science and Technology;Structural Heath Monitoring and Control Institute;Shijiazhuang Tiedao University;China Institute of Geo-Environment Monitoring;
DU Yan;XIE Mo-wen;JIANG Yu-jing;LI Bo;GAO Yang;LIU Qiu-qiang;School of Civil Engineering;University of Science & Technology Beijing;Graduate School of Engineering;Nagasaki University;State Key Laboratory of Mining Disaster Prevention and Control;Shandong University of Science and Technology;Structural Heath Monitoring and Control Institute;Shijiazhuang Tiedao University;China Institute of Geo-Environment Monitoring;
..............page:3035-3040