1000-4548
2014 Issue 7
..............page:1182
Adsorption characteristics of loess-modified natural silt towards Pb(II): equilibrium and kinetic tests
CHEN Yun-min;WANG Yu-ze;XIE Hai-jian;JIANG Yuan-sheng;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Hydrology and Water Resources Engineering;Zhejiang University;
CHEN Yun-min;WANG Yu-ze;XIE Hai-jian;JIANG Yuan-sheng;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Hydrology and Water Resources Engineering;Zhejiang University;
..............page:1185-1194
..............page:1194
Suction and mechanical behaviours of unsaturated intact loess from constant water content triaxial tests
CHEN Cun-li;ZHANG Deng-fei;DONG Yu-zhu;CHEN Hui;YU Dian-bo;XUE Jun-xiu;Institute of Geotechnical Engineering;Xi’an University of Technology;North China Company of China Petroleum Engineering Co.;Ltd.;
CHEN Cun-li;ZHANG Deng-fei;DONG Yu-zhu;CHEN Hui;YU Dian-bo;XUE Jun-xiu;Institute of Geotechnical Engineering;Xi’an University of Technology;North China Company of China Petroleum Engineering Co.;Ltd.;
..............page:1195-1202
Influences of tunnel slope on shield tunnelling-induced heave and subsidence of ground surface
LIN Cun-gang;LIU Gan-bin;LIANG Rong-zhu;XIA Tang-dai;College of Civil;Construction and Environmental Engineering;Ningbo University;College of Civil Engineering and Architecture;Zhejiang University;
LIN Cun-gang;LIU Gan-bin;LIANG Rong-zhu;XIA Tang-dai;College of Civil;Construction and Environmental Engineering;Ningbo University;College of Civil Engineering and Architecture;Zhejiang University;
..............page:1203-1212
Lattice Boltzmann method for rough fracture seepage characteristics of rock
SHENG Jin-chang;WAN Fan;ZHANG Xia;LI Feng-bin;HUANG Qing-fu;College of Water Conservancy and Hydropower;Hohai University;Water Conservancy and Hydropower Investigation Design Academy of Yunnan Province;
SHENG Jin-chang;WAN Fan;ZHANG Xia;LI Feng-bin;HUANG Qing-fu;College of Water Conservancy and Hydropower;Hohai University;Water Conservancy and Hydropower Investigation Design Academy of Yunnan Province;
..............page:1213-1217
Dynamic modulus degradation for soft saturated clay under coupling stress paths of cyclic deviatoric stress and cyclic confining pressure
LI Xiao-bing;GU Chuan;CAI Yuan-qiang;Research Center of Coastal and Urban Geotechnical Engineering;College of Civil Engineering and Architecture;Zhejiang University;College of Architecture and Civil Engineering;Wenzhou University;
LI Xiao-bing;GU Chuan;CAI Yuan-qiang;Research Center of Coastal and Urban Geotechnical Engineering;College of Civil Engineering and Architecture;Zhejiang University;College of Architecture and Civil Engineering;Wenzhou University;
..............page:1218-1226
Pre-evaluation of burst hazards based on concentrated static load detection
PAN Jun-feng;WANG Shu-wen;LIU Shao-hong;FENG Mei-hua;Coal Mining and Designing Department;Tiandi Science and Technology Co.;Ltd.;Coal Mining and Designing Branch;China Coal Research Institute;
PAN Jun-feng;WANG Shu-wen;LIU Shao-hong;FENG Mei-hua;Coal Mining and Designing Department;Tiandi Science and Technology Co.;Ltd.;Coal Mining and Designing Branch;China Coal Research Institute;
..............page:1227-1234
Additional stresses of disturbed soils induced by shield tunneling based on fictitious force method
ZHANG Zhi-guo;HUANG Mao-song;WANG Wei-dong;School of Environment and Architecture;University of Shanghai for Science and Technology;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;East China Architecture Design Institute;
ZHANG Zhi-guo;HUANG Mao-song;WANG Wei-dong;School of Environment and Architecture;University of Shanghai for Science and Technology;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;East China Architecture Design Institute;
..............page:1235-1242
Experimental study on hydraulic fracture geometry of shale
HENG Shuai;YANG Chun-he;ZENG Yi-jin;GUO Yin-tong;WANG Lei;HOU Zhen-kun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory for Coal Mine Disaster Dynamics and Control;Chongqing University;Sinopec Research Institute of Petroleum Engineering;
HENG Shuai;YANG Chun-he;ZENG Yi-jin;GUO Yin-tong;WANG Lei;HOU Zhen-kun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory for Coal Mine Disaster Dynamics and Control;Chongqing University;Sinopec Research Institute of Petroleum Engineering;
..............page:1243-1251
3D resistivity inversion using improved parallel genetic algorithm
LIU Bin;WANG Chuan-wu;YANG Wei-min;LI Shu-cai;NIE Li-chao;SONG Jie;Research Center of Geotechnical & Structural Engineering;Shandong University;
LIU Bin;WANG Chuan-wu;YANG Wei-min;LI Shu-cai;NIE Li-chao;SONG Jie;Research Center of Geotechnical & Structural Engineering;Shandong University;
..............page:1252-1261
Numerical analysis of damage and crack process of rock under explosive loading
FENG Chun;LI Shi-hai;ZHOU Dong;ZHANG Qing-bo;Institute of Mechanics;Chinese Academy of Sciences;
FENG Chun;LI Shi-hai;ZHOU Dong;ZHANG Qing-bo;Institute of Mechanics;Chinese Academy of Sciences;
..............page:1262-1270
Model tests on bearing capacity of footing on sand slopes
MA Qing-hong;ZHU Da-yong;LEI Xian-shun;WU Ying-lei;School of Civil Engineering;Hefei University of Technology;Anhui Laboratory of Civil Engineering and Materials;
MA Qing-hong;ZHU Da-yong;LEI Xian-shun;WU Ying-lei;School of Civil Engineering;Hefei University of Technology;Anhui Laboratory of Civil Engineering and Materials;
..............page:1271-1280
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:1280
Dynamic stability analysis of soil slopes based on numerical manifold method
TONG Zong-liang;ZENG Wei;LI Jun-jie;Dalian University of Technology;
TONG Zong-liang;ZENG Wei;LI Jun-jie;Dalian University of Technology;
..............page:1281-1288
Effect of different wave velocity models on seismic response of alluvial valley based on FEM–IBIEM
LIU Zhong-xian;WANG Dong;Tianjin Chengjian University;Key Laboratory of Soft Soils and Engineering Environment of Tianjin;Earthquake Engineering Research Institute of Tianjin City;
LIU Zhong-xian;WANG Dong;Tianjin Chengjian University;Key Laboratory of Soft Soils and Engineering Environment of Tianjin;Earthquake Engineering Research Institute of Tianjin City;
..............page:1289-1301
Crack propagation law of compacted expansive soils under wetting-drying cycles
LI Wei;LIU Guan-shi;WANG Wei-wei;YAO Ting;SHENG Jian-hao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LI Wei;LIU Guan-shi;WANG Wei-wei;YAO Ting;SHENG Jian-hao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1302-1308
Development and application of geotechnical direct tension test devices
ZHANG Xu-tao;ZHANG Qiang-yong;GAO Qiang;XIANG Wen;WANG Chao;YUAN Sheng-bo;Geotechnical and Structural Engineering Research Center;Shandong University;School of Architecture and Engineering;Liaocheng University;
ZHANG Xu-tao;ZHANG Qiang-yong;GAO Qiang;XIANG Wen;WANG Chao;YUAN Sheng-bo;Geotechnical and Structural Engineering Research Center;Shandong University;School of Architecture and Engineering;Liaocheng University;
..............page:1309-1315
Vibration isolation system for linked pile rows and its numerical simulation
LU Jian-fei;ZHANG Xu;LI Chuan-xun;Department of Civil Engineering;Jiangsu University;
LU Jian-fei;ZHANG Xu;LI Chuan-xun;Department of Civil Engineering;Jiangsu University;
..............page:1316-1325
Two-phase constitutive model for fiber-reinforced soil
WANG Lei;ZHU Bin;LI Jun-chao;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;
WANG Lei;ZHU Bin;LI Jun-chao;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;
..............page:1326-1333
Analytical solutions of deeply buried tunnel during construction considering time-dependent behaviors of rock——simulations and solutions of sequential excavation, rockbolt reinforcement and liner installation
WANG Hua-ning;ZENG Guang-shang;JIANG Ming-jing;School of Aerospace Engineering and Applied Mechanics;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;
WANG Hua-ning;ZENG Guang-shang;JIANG Ming-jing;School of Aerospace Engineering and Applied Mechanics;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;
..............page:1334-1343
Three-dimensional limit analysis of blow-out failure modes of shallow shield tunnels
ZHANG Jian;YANG Feng;LIU Zhi;YANG Jun-sheng;School of Civil Engineering;Central South University;Shanxi Transportation Research Institute;
ZHANG Jian;YANG Feng;LIU Zhi;YANG Jun-sheng;School of Civil Engineering;Central South University;Shanxi Transportation Research Institute;
..............page:1344-1349
Causes and countermeasures for vacuum consolidation failure of newly-dredged mud foundation
BAO Shu-feng;LOU Yan;DONG Zhi-liang;MO Hai-hong;CHEN Ping-shan;ZHOU Rui-bo;School of Civil Engineering &Transportation;South China University of Technology;CCCC Fourth Harbor Engineering Institute Co.;Ltd.;CCCC Key Lab of Environmental Protection & Safety in Foundation Engineering of Transportation;Nanjing Hydraulic Research Institute;
BAO Shu-feng;LOU Yan;DONG Zhi-liang;MO Hai-hong;CHEN Ping-shan;ZHOU Rui-bo;School of Civil Engineering &Transportation;South China University of Technology;CCCC Fourth Harbor Engineering Institute Co.;Ltd.;CCCC Key Lab of Environmental Protection & Safety in Foundation Engineering of Transportation;Nanjing Hydraulic Research Institute;
..............page:1350-1359
Improved response displacement method for evaluating seismic responses of underground structures
LI Liang;YANG Xiao-hui;DU Xiu-li;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;China Building Material Test & Certification Group Xiamen Hongye Co.;Ltd.;
LI Liang;YANG Xiao-hui;DU Xiu-li;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;China Building Material Test & Certification Group Xiamen Hongye Co.;Ltd.;
..............page:1360-1364
Influence of tensile loading direction on accuracy of determining Kaiser effect point
FU Xiang;XIE Qiang;JIANG Xiao-cheng;WANG Long-fei;LIU Hua-ji;ZHANG Xiao-xuan;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;Chongqing Yuandao Architectural Planning & Design Co.;Ltd.;
FU Xiang;XIE Qiang;JIANG Xiao-cheng;WANG Long-fei;LIU Hua-ji;ZHANG Xiao-xuan;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;Chongqing Yuandao Architectural Planning & Design Co.;Ltd.;
..............page:1365-1370
Pseudo-static analysis method for shield tunnels based on theory of thin-walled cylindrical shell
YAN Qi-xiang;TANG Mao-hao;HE Chuan;GENG Ping;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;
YAN Qi-xiang;TANG Mao-hao;HE Chuan;GENG Ping;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;
..............page:1371-1376