1000-4548
2014 Issue 5
..............page:790
Coupled CFD-DEM method for soils incorporating equation of state for liquid
JIANG Ming-jing;ZHANG Wang-cheng;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Key Laboratory of Geotechnical & Underground Engineering;Ministry of Education;Centre for Offshore Foundation Systems;University of Western Australia;
JIANG Ming-jing;ZHANG Wang-cheng;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Key Laboratory of Geotechnical & Underground Engineering;Ministry of Education;Centre for Offshore Foundation Systems;University of Western Australia;
..............page:793-801
Settlement mechanism of soils induced by local pressure-relief of confined aquifer and parameter analysis
ZHENG Gang;ZENG Chao-feng;XUE Xiu-li;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;School of Civil Engineering;Tianjin University;Mechanics Departments;Tianjin University;
ZHENG Gang;ZENG Chao-feng;XUE Xiu-li;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;School of Civil Engineering;Tianjin University;Mechanics Departments;Tianjin University;
..............page:802-817
..............page:817
Deformation mechanism and settlement analysis method of reinforced- hoop-gravel-pile composite ground under flexible foundation
CAO Wen-gui;ZHAO Ju-cai;HE Min;WANG Jiang-ying;Geotechnical Engineering Institute of Hunan University;
CAO Wen-gui;ZHAO Ju-cai;HE Min;WANG Jiang-ying;Geotechnical Engineering Institute of Hunan University;
..............page:818-826
Approach for predicting the relative coefficient of permeability of unsaturated soils with different initial void ratios
CAI Guo-qing;SHENG Dai-chao;ZHOU An-nan;School of Civil Engineering and Architecture;Beijing Jiaotong University;ARC Centre of Excellence for Geotechnical Science and Engineering;The University of Newcastle;School of Civil;Environmental and Chemical Engineering;Royal Melbourne Institute of Technology;
CAI Guo-qing;SHENG Dai-chao;ZHOU An-nan;School of Civil Engineering and Architecture;Beijing Jiaotong University;ARC Centre of Excellence for Geotechnical Science and Engineering;The University of Newcastle;School of Civil;Environmental and Chemical Engineering;Royal Melbourne Institute of Technology;
..............page:827-835
..............page:835
Thermodynamic constitutive model for anisotropic undrained shear strength of saturated clays
CHEN Zhi-hui;CHENG Xiao-hui;Department of Civil Engineering;Tsinghua University;
CHEN Zhi-hui;CHENG Xiao-hui;Department of Civil Engineering;Tsinghua University;
..............page:836-846
Integral equation method for interaction effect of stress of vertically loaded pile groups considering consolidation
LIANG Fa-yun;SONG Zhu;GUO Wei-dong;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;School of Civil;Mining and Environmental Engineering;University of Wollongong;
LIANG Fa-yun;SONG Zhu;GUO Wei-dong;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;School of Civil;Mining and Environmental Engineering;University of Wollongong;
..............page:847-854
..............page:854
Engineering geological characteristics of basalt residual soils in Leizhou Peninsula
ZHANG Xian-wei;KONG Ling-wei;ZANG Meng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
ZHANG Xian-wei;KONG Ling-wei;ZANG Meng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:855-863
..............page:863
Growth distribution laws and characterization methods of cracks of compact sandstone subjected to triaxial stress
YANG Yong-ming;JU Yang;MAO Ling-tao;School of Mechanics & Civil Engineering;China University of Mining and Technology;State Key laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
YANG Yong-ming;JU Yang;MAO Ling-tao;School of Mechanics & Civil Engineering;China University of Mining and Technology;State Key laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
..............page:864-872
Shear behavior of rock joints and comparative study on shear strength criteria with three-dimensional morphology parameters
TANG Zhi-cheng;LIU Quan-sheng;LIU Xiao-yan;School of Civil & Architectural Engineering;Wuhan University;Department of Geotechnical Engineering;Tongji University;
TANG Zhi-cheng;LIU Quan-sheng;LIU Xiao-yan;School of Civil & Architectural Engineering;Wuhan University;Department of Geotechnical Engineering;Tongji University;
..............page:873-879
Augmented virtual internal bond considering micro Mohr-Coulomb criterion
WANG Kai;ZHANG Zhen-nan;QIN Ai-fang;Department of Civil Engineering;Shanghai University;School of Naval of Architecture;
WANG Kai;ZHANG Zhen-nan;QIN Ai-fang;Department of Civil Engineering;Shanghai University;School of Naval of Architecture;
..............page:880-885
Water sealing criteria for underground oil storage in unlined rock caverns
FENG Shu-rong;JIANG Zhong-ming;ZHANG Jin-long;XIONG Xiao-hu;ZHAO Hai-bin;MEI Song-hua;Hunan Provincial Key Laboratory of Key Technology on Hydropower Development;HydroChina Zhongnan Engineering Corporation;School of Hydraulic Engineering;Changsha University of Science & Technology;
FENG Shu-rong;JIANG Zhong-ming;ZHANG Jin-long;XIONG Xiao-hu;ZHAO Hai-bin;MEI Song-hua;Hunan Provincial Key Laboratory of Key Technology on Hydropower Development;HydroChina Zhongnan Engineering Corporation;School of Hydraulic Engineering;Changsha University of Science & Technology;
..............page:886-891
Improved regression method for initial geostress based on FLAC3D
GUO Yun-hua;ZHU Wei-shen;LI Xin-ping;JIA Chao;LI Yong;Geotechnical and Structural Engineering Research Center;Shandong University;Hubei Key Laboratory of Roadway Bridge & Structure Engineering;Wuhan University of Technology;School of Civil and Hydraulic Engineering;Shandong University;
GUO Yun-hua;ZHU Wei-shen;LI Xin-ping;JIA Chao;LI Yong;Geotechnical and Structural Engineering Research Center;Shandong University;Hubei Key Laboratory of Roadway Bridge & Structure Engineering;Wuhan University of Technology;School of Civil and Hydraulic Engineering;Shandong University;
..............page:892-898
On control of accuracy and stability of microseismic location in a mining scale
XIE Xing-nan;YE Gen-xi;LIU Jian-xin;School of geosciences and Info-physics of Central South University;MOE Key Laboratory of High-Efficient Mining and Safety of Metal Mines;University of Science and Technology Beijing;
XIE Xing-nan;YE Gen-xi;LIU Jian-xin;School of geosciences and Info-physics of Central South University;MOE Key Laboratory of High-Efficient Mining and Safety of Metal Mines;University of Science and Technology Beijing;
..............page:899-904
kan wu
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:904
Total stress approach for stability of seabed under wave loads
YU Bo;FENG Tu-gen;XIONG Zhong-hua;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Research Institute of Geotechnical Engineering;Hohai University;
YU Bo;FENG Tu-gen;XIONG Zhong-hua;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Research Institute of Geotechnical Engineering;Hohai University;
..............page:905-909
Distributed method for measuring moisture content of soils based on C-DTS
CAO Ding-feng;SHI Bin;YAN Jun-fan;WEI Guang-qing;School of Earth Sciences and Engineering;Nanjing University;Suzhou NanZee Sensing Technology Co.;Ltd.;
CAO Ding-feng;SHI Bin;YAN Jun-fan;WEI Guang-qing;School of Earth Sciences and Engineering;Nanjing University;Suzhou NanZee Sensing Technology Co.;Ltd.;
..............page:910-915
Modified nonlinear viscoelastic-plastic rheological model and parameter identification of shear rheological model for granite
WANG Xin-gang;HU Bin;LIAN Bao-qin;YAN Jian-long;XU Zhang-jian;ZHAO Zhi-hai;Northwest Research Institute of Engineering Investigation and Design;Department of Engineering;China University of Geosciences;
WANG Xin-gang;HU Bin;LIAN Bao-qin;YAN Jian-long;XU Zhang-jian;ZHAO Zhi-hai;Northwest Research Institute of Engineering Investigation and Design;Department of Engineering;China University of Geosciences;
..............page:916-921
Centrifugal model tests and numerical simulations for break of earth-rock dams due to overtopping
CHEN Sheng-shui;FANG Xu-shun;ZHONG Qi-ming;LI Yun-hui;Nanjing Hydraulic Research Institute;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques;Ministry of Water Resources;
CHEN Sheng-shui;FANG Xu-shun;ZHONG Qi-ming;LI Yun-hui;Nanjing Hydraulic Research Institute;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques;Ministry of Water Resources;
..............page:922-932
Elastoplastic simulation for undrained cyclic stress-strain responses of soft clays
CHENG Xing-lei;WANG Jian-hua;LI Shu-zhao;State Key Laboratory of Hydraulic Engineering Simulation and Safety of Tianjin University;Geotechnical Engineering Institute of Tianjin University;
CHENG Xing-lei;WANG Jian-hua;LI Shu-zhao;State Key Laboratory of Hydraulic Engineering Simulation and Safety of Tianjin University;Geotechnical Engineering Institute of Tianjin University;
..............page:933-941
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:941
Types and boundaries of bound water on loess particle surface
WANG Tie-hang;LI Yan-long;Su Li-jun;College of Civil Engineering;Xi′an University of Architecture & Technology;
WANG Tie-hang;LI Yan-long;Su Li-jun;College of Civil Engineering;Xi′an University of Architecture & Technology;
..............page:942-948
Influence of wetting-drying cycles on strength characteristics of Nanning expansive soils
YANG He-ping;WANG Xing-zheng;XIAO Jie;Institute of Special Soil Engineering;Changsha University of Science and Technology;
YANG He-ping;WANG Xing-zheng;XIAO Jie;Institute of Special Soil Engineering;Changsha University of Science and Technology;
..............page:949-954
Prediction of stress field of super-long deep-buried tunnel area and case analysis
WANG Cheng-hu;XING Bo-rui;CHEN Yong-qian;Key Laboratory of Crustal Dynamics;Institute of Crustal Dynamics;China Earthquake Administration;School of Engineering and Technology;China University of Geosciences;
WANG Cheng-hu;XING Bo-rui;CHEN Yong-qian;Key Laboratory of Crustal Dynamics;Institute of Crustal Dynamics;China Earthquake Administration;School of Engineering and Technology;China University of Geosciences;
..............page:955-960
Energy and structural effects of granite after high temperature
XU Xiao-li;GAO Feng;ZHANG Zhi-zhen;ZHANG Chuan-hu;School of Architecture and Civil Engineering;Nantong University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
XU Xiao-li;GAO Feng;ZHANG Zhi-zhen;ZHANG Chuan-hu;School of Architecture and Civil Engineering;Nantong University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
..............page:961-968
Stability analysis of compound bearing structure of gob-side entry retaining with large mining height
HAN Chang-liang;ZHANG Nong;LI Gui-chen;LI Bao-yu;WU Hai;School of Mines;Key Laboratory of Deep Coal Resource Mining;Ministry of Education;China University of Mining & Technology;Hunan Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;
HAN Chang-liang;ZHANG Nong;LI Gui-chen;LI Bao-yu;WU Hai;School of Mines;Key Laboratory of Deep Coal Resource Mining;Ministry of Education;China University of Mining & Technology;Hunan Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;
..............page:969-976
Experimental study on impacting characteristic of debris flow considering different slurry viscosities,solid phase ratios and grain diameters
HE Xiao-ying;TANG Hong-mei;CHEN Hong-kai;
HE Xiao-ying;TANG Hong-mei;CHEN Hong-kai;
..............page:977-982
Elasto-plastic solution for elliptical cavity expansion in saturated soils
ZHOU Hang;KONG Gang-qiang;LIU Han-long;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil and Transportation Engineering;Hohai University;
ZHOU Hang;KONG Gang-qiang;LIU Han-long;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil and Transportation Engineering;Hohai University;
..............page:983-988