1000-4548
2015 Issue 5
..............page:766
Factor of safety of a braced deep excavation in soft clay
LI Zhong-chao;CHEN Ren-peng;CHEN Yun-min;RAO Meng;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;East China Construction Engineering Corporation of Zhejiang;
LI Zhong-chao;CHEN Ren-peng;CHEN Yun-min;RAO Meng;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;East China Construction Engineering Corporation of Zhejiang;
..............page:769-775
True triaxial tests on influence of spherical and deviatoric stresses on deformation of coarse-grained soil
SHI Wei-cheng;ZHU Jun-gao;DAI Guo-zhong;LU Xi;Changzhou Key Lab of Construction Engineering Structure and Material Properties;Changzhou Institute of Technology;Key Laboratory of Hydraulic and Waterway Engineering of Chinese Ministry of Education;Chongqing Jiaotong University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;School of Mathematics and Physics;Jiangsu University of Technology;
SHI Wei-cheng;ZHU Jun-gao;DAI Guo-zhong;LU Xi;Changzhou Key Lab of Construction Engineering Structure and Material Properties;Changzhou Institute of Technology;Key Laboratory of Hydraulic and Waterway Engineering of Chinese Ministry of Education;Chongqing Jiaotong University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;School of Mathematics and Physics;Jiangsu University of Technology;
..............page:776-783
Fractal behavior of particle-size distribution during particle crushing of quartz sand and gravel
ZHANG Ji-ru;HU Yong;ZHANG Bi-wen;LIU Yuan-zhi;School of Civil Engineering and Architecture;Wuhan University of Technology;
ZHANG Ji-ru;HU Yong;ZHANG Bi-wen;LIU Yuan-zhi;School of Civil Engineering and Architecture;Wuhan University of Technology;
..............page:784-791
Consolidation of ground with ideal sand drains based on Hansbo’s flow
LIU Zhong-yu;JIAO Yang;School of Civil Engineering;Zhengzhou University;Zhengzhou University Multi-functional Design and Research Academy Limited Company;
LIU Zhong-yu;JIAO Yang;School of Civil Engineering;Zhengzhou University;Zhengzhou University Multi-functional Design and Research Academy Limited Company;
..............page:792-801
Quasi-static loading strain rate effects on saturated limestone based on Brazilian splitting test
HUANG Yan-hua;YANG Sheng-qi;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
HUANG Yan-hua;YANG Sheng-qi;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
..............page:802-811
xin shu yu gao
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:811
K0-anisotropic UH model considering time effects
KONG Ling-ming;YAO Yang-ping;School of Transportation Science and Engineering;Beihang University;
KONG Ling-ming;YAO Yang-ping;School of Transportation Science and Engineering;Beihang University;
..............page:812-820
Strength weakening of soft clay under cyclic loading and its dynamic calculation
WANG Yuan-zhan;YANG Pan-bo;SUN Xi-pin;LIU Han-qi;HU Shen-rong;National Key Laboratory of Water Conservancy Engineering Simulation and Security;Coll Aborative Innovation Center for Advanced Ship and Deep-Sea Exploration;Tianjin University;CCCC First Harbor Engineering Design Institute Co.;Ltd.;Tianjin Research Institute for Transport Engineering;
WANG Yuan-zhan;YANG Pan-bo;SUN Xi-pin;LIU Han-qi;HU Shen-rong;National Key Laboratory of Water Conservancy Engineering Simulation and Security;Coll Aborative Innovation Center for Advanced Ship and Deep-Sea Exploration;Tianjin University;CCCC First Harbor Engineering Design Institute Co.;Ltd.;Tianjin Research Institute for Transport Engineering;
..............page:821-828
Numerical simulation of large-scale triaxial tests on soil-rock mixture based on DEM of irregularly shaped particles
JIN Lei;ZENG Ya-wu;LI Huan;LI Jing-jing;School of Civil Engineering;Wuhan University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
JIN Lei;ZENG Ya-wu;LI Huan;LI Jing-jing;School of Civil Engineering;Wuhan University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:829-838
..............page:838
Limit equilibrium and stability analysis of steep stratified rock slope
LI Bin;WANG Guo-zhang;FENG Zhen;WANG Wen-pei;Key Laboratory of Neotectonic Movement and Geohazard;Ministry of Land and Resources;Institute of Geomechanics;Chinese Academy of Geological Sciences;Shanghai Jiao Tong University;China Institute of Geological Environment Monitoring;
LI Bin;WANG Guo-zhang;FENG Zhen;WANG Wen-pei;Key Laboratory of Neotectonic Movement and Geohazard;Ministry of Land and Resources;Institute of Geomechanics;Chinese Academy of Geological Sciences;Shanghai Jiao Tong University;China Institute of Geological Environment Monitoring;
..............page:839-846
Physical and numerical model tests on post-peak mechanical properties of granite
SUN Chuang;ZHANG Shu-guang;JIA Bao-xin;WU Zuo-qi;School of Civil Engineering and Transportation;Liaoning Technology University;
SUN Chuang;ZHANG Shu-guang;JIA Bao-xin;WU Zuo-qi;School of Civil Engineering and Transportation;Liaoning Technology University;
..............page:847-852
Closure deformation model for rock joints considering asperity interaction
TANG Zhi-cheng;LIU Quan-sheng;School of Civil and Architectural Engineering;Wuhan University;
TANG Zhi-cheng;LIU Quan-sheng;School of Civil and Architectural Engineering;Wuhan University;
..............page:853-859
..............page:859
Variation of internal force and rebound property of hard roof at initial stage of cracking
PAN Yue;GU Shi-tan;YANG Guang-lin;School of Civil Engineering;Qingdao Technological 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 Mining and Safety Engineering;Shandong University of Science and Technology;
PAN Yue;GU Shi-tan;YANG Guang-lin;School of Civil Engineering;Qingdao Technological 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 Mining and Safety Engineering;Shandong University of Science and Technology;
..............page:860-869
Evolution of geotechnical materials based on Markov chain considering particle crushing
TONG Chen-xi;ZHANG Sheng;LI Xi;SHENG Dai-chao;School of Civil Engineering;Central South University;National Engineering Laboratory for High Speed Railway Construction;
TONG Chen-xi;ZHANG Sheng;LI Xi;SHENG Dai-chao;School of Civil Engineering;Central South University;National Engineering Laboratory for High Speed Railway Construction;
..............page:870-877
Vertical vibration of floating piles in saturated viscoelastic half-space considering wave effect of subsoil under pile bottom
CUI Chun-yi;ZHANG Shi-ping;YANG Gang;LI Xiao-fei;Institute of Road and Bridge Engineering;Dalian Maritime University;School of Civil Engineering;Beijing University of Technology;
CUI Chun-yi;ZHANG Shi-ping;YANG Gang;LI Xiao-fei;Institute of Road and Bridge Engineering;Dalian Maritime University;School of Civil Engineering;Beijing University of Technology;
..............page:878-892
Experimental study on effect of different drainage conditions on dynamic characteristics of soft clay under different degrees of consolidation
DING Zhi;ZHANG Tao;WEI Xin-jiang;ZHANG Meng-ya;Department of Civil Engineering;Zhejiang University City College;China Merchants Shekou Industrial Zone Co.;Ltd.;
DING Zhi;ZHANG Tao;WEI Xin-jiang;ZHANG Meng-ya;Department of Civil Engineering;Zhejiang University City College;China Merchants Shekou Industrial Zone Co.;Ltd.;
..............page:893-899
Study and application of construction technology for inclined shafts penetrating drift sand strata in coal mine
MENG Qing-bin;HAN Li-jun;SHI Rong-jian;LIU Zhi-jun;LU Tuo;LI Xiang-yang;SHI Gao-peng;State Key Laboratory for Geomechanics add Deep Underground Engineering;China University of Mining and Technology;Shandong Provincial Key Laboratory of Depositional Mineralization & Sedimentary Minerals;
MENG Qing-bin;HAN Li-jun;SHI Rong-jian;LIU Zhi-jun;LU Tuo;LI Xiang-yang;SHI Gao-peng;State Key Laboratory for Geomechanics add Deep Underground Engineering;China University of Mining and Technology;Shandong Provincial Key Laboratory of Depositional Mineralization & Sedimentary Minerals;
..............page:900-910
Simple method for calculating slope stability of arbitrary slip surface
LIU Shan-zong;Ji’an County Water Conservancy Bureau Jiangxi Province;
LIU Shan-zong;Ji’an County Water Conservancy Bureau Jiangxi Province;
..............page:911-917
Change law of gas content under low-frequency vibration
LI Shu-gang;ZHAO Yong;XU Man-gui;School of Energy Engineering;Xi’an University of Science and Technology;
LI Shu-gang;ZHAO Yong;XU Man-gui;School of Energy Engineering;Xi’an University of Science and Technology;
..............page:918-923
..............page:923
Experimental study on physical properties of Shanghai soft clay under high temperatures
CHEN Zheng-fa;ZHU He-hua;YAN Zhi-guo;WANG Yu-peng;State Key Laboratory for Disaster Reduction in Civil Engineering;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;School of Architectural Engineering;Shandong University of Technology;
CHEN Zheng-fa;ZHU He-hua;YAN Zhi-guo;WANG Yu-peng;State Key Laboratory for Disaster Reduction in Civil Engineering;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;School of Architectural Engineering;Shandong University of Technology;
..............page:924-931
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:931
Calculation of seepage force around buried pipelines under nonlinear waves
FU Chang-jing;LI Guo-ying;ZHAO Tian-long;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;College of Civil and Transportation Engineering;Hohai University;
FU Chang-jing;LI Guo-ying;ZHAO Tian-long;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;College of Civil and Transportation Engineering;Hohai University;
..............page:932-936
Experimental study on permeability characteristics of red sandstone under cyclic seepage pressures
ZHANG Zheng-hua;SUN Qian-cheng;LI De-zhong;DU Meng-ping;YAN Hua-yan;School of Civil Engineering;Hefei University of Technology;Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area;
ZHANG Zheng-hua;SUN Qian-cheng;LI De-zhong;DU Meng-ping;YAN Hua-yan;School of Civil Engineering;Hefei University of Technology;Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area;
..............page:937-943
Application of digital image correlation method in experimental research on crack propagation of brittle rock
ZHAO Cheng;BAO Chong;Matsuda Hiroshi;ZHAO Chun-feng;TIAN Jia-shen;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Structural Engineering;Nagasaki University;
ZHAO Cheng;BAO Chong;Matsuda Hiroshi;ZHAO Chun-feng;TIAN Jia-shen;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Structural Engineering;Nagasaki University;
..............page:944-951
Monitoring and analysis of overburden deformation and failure using distributed fiber optic sensing
ZHANG Dan;ZHANG Ping-song;SHI Bin;WANG Hong-xian;LI Chang-sheng;School of Earth Sciences and Engineering;Nanjing University;School of Earth and Environment;Anhui University of Science and Technology;
ZHANG Dan;ZHANG Ping-song;SHI Bin;WANG Hong-xian;LI Chang-sheng;School of Earth Sciences and Engineering;Nanjing University;School of Earth and Environment;Anhui University of Science and Technology;
..............page:952-957
Centrifugal model tests on settlement characteristics of embankment using blasting compaction technology
XU Xue-yong;HU Bo;LI Bo;LI Wei;GONG Bi-wei;DI Sheng-jie;Power China Huadong Engineering Corporation Limited;Changjiang River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
XU Xue-yong;HU Bo;LI Bo;LI Wei;GONG Bi-wei;DI Sheng-jie;Power China Huadong Engineering Corporation Limited;Changjiang River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
..............page:958-964