1000-7598
2015 Issue 10
Critical problems of study of slabbing failure of surrounding rock in deep hard rock tunnel and research progress
ZHOU Hui;LU Jing-jing;XU Rong-chao;ZHANG Chuan-qing;MENG Fan-zhen;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Resources and Environment;North China University of Water Resources and Electric Power;
ZHOU Hui;LU Jing-jing;XU Rong-chao;ZHANG Chuan-qing;MENG Fan-zhen;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Resources and Environment;North China University of Water Resources and Electric Power;
..............page:2737-2749
Method for calculating the horizontal bearing capacity of segmentally-tapered bucket foundation of offshore wind turbines
LIU Jin-long;CHEN Lu-wang;WANG Ji-li;WANG Dong-lin;Department of Civil Engineering;Hefei University;School of Resources and Environmental Engineering;Hefei University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Anhui Jianzhu University;
LIU Jin-long;CHEN Lu-wang;WANG Ji-li;WANG Dong-lin;Department of Civil Engineering;Hefei University;School of Resources and Environmental Engineering;Hefei University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Anhui Jianzhu University;
..............page:2750-2758+2764
Boundary conditions of one-dimensional convection-diffusion column tests and unified analytical solution
ZHANG Wen-jie;ZHAO Pei;JIA Wen-qiang;Department of Civil Engineering;Shanghai University;
ZHANG Wen-jie;ZHAO Pei;JIA Wen-qiang;Department of Civil Engineering;Shanghai University;
..............page:2759-2764
Effects of stress ratio and moisture condition of loose deposits on their dynamic parameters and ground response spectrum
SUN Zhi-liang;KONG Ling-wei;GUO Ai-guo;TIAN Hai;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
SUN Zhi-liang;KONG Ling-wei;GUO Ai-guo;TIAN Hai;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2765-2772
An experimental study of coral sand enhanced through microbially-induced precipitation of calcium carbonate
FANG Xiang-wei;SHEN Chun-ni;CHU Jian;WU Shi-fan;LI Yi-shan;Department of Civil Engineering;Logistical Engineering University;School of Civil Engineering and Architecture;Chongqing University of Science and Technology;School of Civil and Environmental Engineering;Nanyang Technological University;
FANG Xiang-wei;SHEN Chun-ni;CHU Jian;WU Shi-fan;LI Yi-shan;Department of Civil Engineering;Logistical Engineering University;School of Civil Engineering and Architecture;Chongqing University of Science and Technology;School of Civil and Environmental Engineering;Nanyang Technological University;
..............page:2773-2779
An experimental study of deformation of laterally constraint pile of composite pile foundation during repetitive loading/unloading
ZHOU De-quan;YAN Chao;LUO Wei-hua;School of Civil Engineering and Architecture;Changsha University of Science & Technology;Collaborative Innovation Centre of Disaster Prevention and Environmental Restoration Technology for Geotechnical Engineering Construction;Changsha University of Science & Technology;Hubei Provincial Road & Bridge Co.;Ltd.;Hunan Provincial Yonglong Expressway Construction and Development Co.;Ltd.;
ZHOU De-quan;YAN Chao;LUO Wei-hua;School of Civil Engineering and Architecture;Changsha University of Science & Technology;Collaborative Innovation Centre of Disaster Prevention and Environmental Restoration Technology for Geotechnical Engineering Construction;Changsha University of Science & Technology;Hubei Provincial Road & Bridge Co.;Ltd.;Hunan Provincial Yonglong Expressway Construction and Development Co.;Ltd.;
..............page:2780-2786
Slice block force-displacement method of slope stability analysis and its application
LU Ying-fa;HUANG Xue-bin;LIU De-fu;School of Civil Engineering and Architecture;Hubei University of Technology;Headquarter of Geological Hazard Prevention and Treatment in the Three Gorges Reservoir;
LU Ying-fa;HUANG Xue-bin;LIU De-fu;School of Civil Engineering and Architecture;Hubei University of Technology;Headquarter of Geological Hazard Prevention and Treatment in the Three Gorges Reservoir;
..............page:2787-2798
..............page:2798
An elastic-plastic load-transfer model considering Poisson’s effect
SU Dong;ZHAO Peng;GAO Xiang;LI Jin-hui;College of Civil Engineering;Shenzhen University;Central and Southern China Municipal Engineering Design & Research Institute Co.;Ltd.;Comprehensive Institute of Geotechnical Investigation & Surveying Limited;Shenzhen Graduate School;Harbin Institute of Technology;
SU Dong;ZHAO Peng;GAO Xiang;LI Jin-hui;College of Civil Engineering;Shenzhen University;Central and Southern China Municipal Engineering Design & Research Institute Co.;Ltd.;Comprehensive Institute of Geotechnical Investigation & Surveying Limited;Shenzhen Graduate School;Harbin Institute of Technology;
..............page:2799-2803
Constitutive model of rock mass with non-persistent joints based on coupling macroscopic and mesoscopic damages
YUAN Xiao-qing;LIU Hong-yan;LIU Jing-ping;College of Engineering and Technology;China University of Geosciences;School of Engineering;Tibet University;
YUAN Xiao-qing;LIU Hong-yan;LIU Jing-ping;College of Engineering and Technology;China University of Geosciences;School of Engineering;Tibet University;
..............page:2804-2814
Mechanical properties and micromechanisms of compacted clay during drying-wetting cycles
WAN Yong;XUE Qiang;WU Yan;ZHAO Li-ye;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Hubei Provincial Engineering Reseach Center of Safety Treatment and Ecological High-value Utilization of MSW;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Power China Beijing Engineering Corporation Limited;
WAN Yong;XUE Qiang;WU Yan;ZHAO Li-ye;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Hubei Provincial Engineering Reseach Center of Safety Treatment and Ecological High-value Utilization of MSW;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Power China Beijing Engineering Corporation Limited;
..............page:2815-2824
A study of orthogonal design tests on frost-heaving characteristics of graded crushed rock
WANG Qing-zhi;LIU Jian-kun;TIAN Ya-hu;FANG Jian-hong;ZHU Xin-xin;School of Civil Engineering;Beijing Jiaotong Univesity;Qinghai Research Institute of Transportation;
WANG Qing-zhi;LIU Jian-kun;TIAN Ya-hu;FANG Jian-hong;ZHU Xin-xin;School of Civil Engineering;Beijing Jiaotong Univesity;Qinghai Research Institute of Transportation;
..............page:2825-2830+2836
An experimental study of effect of NaCl solution on soil water characteristics
MA Tian-tian;WEI Chang-fu;CHEN Pan;XIA Xiao-long;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
MA Tian-tian;WEI Chang-fu;CHEN Pan;XIA Xiao-long;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2831-2836
Generalized Hoek-Brown solution of circular tunnel considering effects of axial stress and seepage force
XU Yuan;LI Liang;ZOU Jin-feng;YUAN Zhen;School of Civil Engineering;Central South University;
XU Yuan;LI Liang;ZOU Jin-feng;YUAN Zhen;School of Civil Engineering;Central South University;
..............page:2837-2846+2854
Effect of thickness of fine sand layer on piping development in three-stratum dike foundation
WANG Shuang;CHEN Jian-sheng;ZHOU Peng;Geotechnical Research Institute;Hohai University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;CCCC Tianjin Port & Waterway Prospection & Design Research Institute Co.;Ltd.;
WANG Shuang;CHEN Jian-sheng;ZHOU Peng;Geotechnical Research Institute;Hohai University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;CCCC Tianjin Port & Waterway Prospection & Design Research Institute Co.;Ltd.;
..............page:2847-2854
Strength and leaching characteristics of chromium polluted soil solidified with cement in a NaCl erosion environment
LIU Jing-jing;ZHA Fu-sheng;HAO Ai-ling;ZHANG Xue-qin;CUI Ke-rui;School of Resources and Environmental Engineering;Hefei University of Technology;
LIU Jing-jing;ZHA Fu-sheng;HAO Ai-ling;ZHANG Xue-qin;CUI Ke-rui;School of Resources and Environmental Engineering;Hefei University of Technology;
..............page:2855-2861+2876
An experimental study of physical and electrical characteristics of zinc contaminated silty clay
CHU Ya;LIU Song-yu;CAI Guo-jun;BIAN Han-liang;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;
CHU Ya;LIU Song-yu;CAI Guo-jun;BIAN Han-liang;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;
..............page:2862-2868
Tests of strength reduction of cemented tailings filling considering layering character
CAO Shuai;SONG Wei-dong;XUE Gai-li;WANG Yang;ZHU Peng-rui;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;
CAO Shuai;SONG Wei-dong;XUE Gai-li;WANG Yang;ZHU Peng-rui;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;
..............page:2869-2876
Strength and leachability of lead contaminated clay stabilized by GGBS-MgO
BO Yu-lin;YU Bo-wei;DU Yan-jun;WEI Ming-li;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;
BO Yu-lin;YU Bo-wei;DU Yan-jun;WEI Ming-li;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;
..............page:2877-2891+2906
Experimental study of assessment of different characterization methods of expansive soil damage
CHENG Ming-shu;WANG Shi-ji;ZHANG Ya-qian;LI Xian;JIANG Sheng-hua;CHEN Zheng-han;College of Engineering and Technology;Southwest University;Department of Architecture & Civil Engineering;Logistical Engineering University of PLA;
CHENG Ming-shu;WANG Shi-ji;ZHANG Ya-qian;LI Xian;JIANG Sheng-hua;CHEN Zheng-han;College of Engineering and Technology;Southwest University;Department of Architecture & Civil Engineering;Logistical Engineering University of PLA;
..............page:2892-2898
Study of electrical resistivity and strength characteristics of zinc contaminated soil solidified by cement
ZHANG Shao-hua;LI Yi;KOU Xiao-hui;DONG Xiao-qiang;College of Architecture and Civil Engineering;Taiyuan University of Technology;
ZHANG Shao-hua;LI Yi;KOU Xiao-hui;DONG Xiao-qiang;College of Architecture and Civil Engineering;Taiyuan University of Technology;
..............page:2899-2906
An experimental study of dynamic behaviors of rock under stepwise cyclic loading
HE Ming-ming;LI Ning;CHEN Yun-sheng;ZHU Cai-hui;Institute of Geotechnical Engineering;Xi’an University of Technology;
HE Ming-ming;LI Ning;CHEN Yun-sheng;ZHU Cai-hui;Institute of Geotechnical Engineering;Xi’an University of Technology;
..............page:2907-2913
An analytical design method for loading berm of fill embankment
ZHAO Ning-yu;LIANG Bo;HUANG Feng;LIU Yi;School of Civil Engineering;Chongqing Jiaotong University;State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering;Chongqing Jiaotong University;
ZHAO Ning-yu;LIANG Bo;HUANG Feng;LIU Yi;School of Civil Engineering;Chongqing Jiaotong University;State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering;Chongqing Jiaotong University;
..............page:2914-2920
Model tests on excavation-induced ground settlement due to movement of retaining wall
ZHANG Rong-ze;QIAN Jian-gu;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
ZHANG Rong-ze;QIAN Jian-gu;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:2921-2926
An experimental study of influence of drilling method on the bearing capacity of pile foundation in collapsible loess area
WANG Duan-duan;ZHOU Zhi-jun;Lü Yan-da;WEI Jin;School of Highway;Chang’an University;
WANG Duan-duan;ZHOU Zhi-jun;Lü Yan-da;WEI Jin;School of Highway;Chang’an University;
..............page:2927-2933
Distance between location of displacement applied boundary and passive pile
SHANGGUAN Shi-qing;YANG Min;LI Wei-chao;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical & Underground Engineering of Ministry of Education;Tongji University;
SHANGGUAN Shi-qing;YANG Min;LI Wei-chao;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical & Underground Engineering of Ministry of Education;Tongji University;
..............page:2934-2938
Experimental study of lateral bearing behavior of pile group foundation under local scour condition
HE Hong-nan;DAI Guo-liang;YANG Yan-hua;GONG Wei-ming;DAI Hao;Key Laboratory for RC and PRC Structures of Ministry of Education;Southeast University;School of Civil Engineering;Southeast University;CCCC Second Harbour Engineering Company Ltd.;
HE Hong-nan;DAI Guo-liang;YANG Yan-hua;GONG Wei-ming;DAI Hao;Key Laboratory for RC and PRC Structures of Ministry of Education;Southeast University;School of Civil Engineering;Southeast University;CCCC Second Harbour Engineering Company Ltd.;
..............page:2939-2945
..............page:2945
..............page:2945
Equivalent-strain wedge method for laterally loaded pile in sand considering scouring effect
YANG Xiao-feng;ZHANG Chen-rong;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;YUAN Ju-yun;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:2946-2950
Analytical solution of unidimensional steady flow hydraulic head vertical distribution in homogeneous unsaturated soil
CHENG Da-wei;CHEN Xi;AN Peng;GUO Hong;ZHENG Rui;School of Environmental Science and Engineering;Chang’an University;School of Civil Engineering and Architecture;Shaanxi University of Technology;School of Geology Engineering and Geomatics;Chang’an University;
CHENG Da-wei;CHEN Xi;AN Peng;GUO Hong;ZHENG Rui;School of Environmental Science and Engineering;Chang’an University;School of Civil Engineering and Architecture;Shaanxi University of Technology;School of Geology Engineering and Geomatics;Chang’an University;
..............page:2951-2954
Applicability of interval non-probabilistic reliability method in analyzing the stability of karst area
CAO Wen-gui;ZHAI You-cheng;WANG Jiang-ying;Institute of Geotechnical Engineering;Hunan University;College of Architecture and Civil Engineering;Quzhou University;School of Hydraulic Engineering;Changsha University of Science and Technology;
CAO Wen-gui;ZHAI You-cheng;WANG Jiang-ying;Institute of Geotechnical Engineering;Hunan University;College of Architecture and Civil Engineering;Quzhou University;School of Hydraulic Engineering;Changsha University of Science and Technology;
..............page:2955-2962
..............page:2962
Frost hazards and mitigative measures following operation of Mohe-Daqing line of China-Russia crude oil pipeline
LI Guo-yu;MA Wei;WANG Xue-li;JIN Hui-jun;WANG Yong-ping;ZHAO Ying-bo;CAI Yong-jun;ZHANG Peng;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Jiagedaqi Oil and Gas Transmission Sub-Company;PetroChina Pipeline Company;Petro China Pipeline R&D Center;College of Transportation Science & Engineering;Nanjing Tech University;
LI Guo-yu;MA Wei;WANG Xue-li;JIN Hui-jun;WANG Yong-ping;ZHAO Ying-bo;CAI Yong-jun;ZHANG Peng;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Jiagedaqi Oil and Gas Transmission Sub-Company;PetroChina Pipeline Company;Petro China Pipeline R&D Center;College of Transportation Science & Engineering;Nanjing Tech University;
..............page:2963-2973
Analysis of energy conditions for coal and gas outburst and factors influencing outburst intensity
WANG Gang;WU Meng-meng;CHENG Wei-min;CHEN Jin-hua;DU Wen-zhou;Key Laboratory of Ministry of Education for Mine Disaster Prevention and Control;Shandong University of Science and Technology;College of Resources and Environmental Engineering;Shandong University of Science and Technology;National Key Laboratory of Gas Disaster Detecting;Preventing and Emergency Controlling;China Coal Technology Engineering Group Chongqing Research Institute;
WANG Gang;WU Meng-meng;CHENG Wei-min;CHEN Jin-hua;DU Wen-zhou;Key Laboratory of Ministry of Education for Mine Disaster Prevention and Control;Shandong University of Science and Technology;College of Resources and Environmental Engineering;Shandong University of Science and Technology;National Key Laboratory of Gas Disaster Detecting;Preventing and Emergency Controlling;China Coal Technology Engineering Group Chongqing Research Institute;
..............page:2974-2982
Discussions on some controversies about pile bearing capacity calculation in the codes
FU Wen-guang;China Jingye Engineering Corporation Limited Company;
FU Wen-guang;China Jingye Engineering Corporation Limited Company;
..............page:2983-2988
..............page:2988
..............page:2988
Case study of p-y model for short rigid pile in sand
LI Wei-chao;YANG Min;ZHU Bi-tang;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;NOMA Consulting Pty Ltd.;
LI Wei-chao;YANG Min;ZHU Bi-tang;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;NOMA Consulting Pty Ltd.;
..............page:2989-2995
A distinct element analysis of critical state passive earth pressure against a rigid wall using a rolling resistance contact model
JIANG Ming-jing;HE Jie;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;
JIANG Ming-jing;HE Jie;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:2996-3006
..............page:3006+3014
Numerical model for contaminant preferential migration based on flow net element
LIANG Yue;WANG Jun-jie;LIU Ming-wei;National Engineering Research Center for Inland Waterway Regulation;Chongqing Jiaotong University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;School of River and Ocean Engineering;Chongqing Jiaotong University;
LIANG Yue;WANG Jun-jie;LIU Ming-wei;National Engineering Research Center for Inland Waterway Regulation;Chongqing Jiaotong University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;School of River and Ocean Engineering;Chongqing Jiaotong University;
..............page:3007-3014
A numerical analysis of freezing pressure in frozen soils around a deep shaft based on the modified Nishihara model
MAO Mao-yan;CHENG Hua;RONG Chuan-xin;School of Civil Engineering;Anhui Jianzhu University;School of Energy and Safety Engineering;Anhui University of Science and Technology;Anhui University;School of Civil Engineering and Architecture;Anhui University of Science and Technology;
MAO Mao-yan;CHENG Hua;RONG Chuan-xin;School of Civil Engineering;Anhui Jianzhu University;School of Energy and Safety Engineering;Anhui University of Science and Technology;Anhui University;School of Civil Engineering and Architecture;Anhui University of Science and Technology;
..............page:3015-3022
..............page:3022+3031
Post-construction settlement analysis of loess-high filling based on time-dependent deformation experiments
ZHU Cai-hui;LI Ning;Institute of Geotechnical Engineering;Xi’an University of Technology;
ZHU Cai-hui;LI Ning;Institute of Geotechnical Engineering;Xi’an University of Technology;
..............page:3023-3031
Development of monitoring and early warning system for landslides based on constant resistance and large deformation anchor cable and its application
TAO Zhi-gang;LI Hai-peng;SUN Guang-lin;YIN Li-jie;ZHANG Xiu-lian;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining & Technology;School of Mechanics and Civil Engineering;China University of Mining & Technology;
TAO Zhi-gang;LI Hai-peng;SUN Guang-lin;YIN Li-jie;ZHANG Xiu-lian;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:3032-3040