Safety criteria and standards for stability analysis of gravity retaining walls
CHEN Zu-yu;ZHAN Cheng-ming;YAO Hai-lin;CHEN Li-hong;LI Xu;Department of Geotechnical Engineering;China Institute of Water Resources and Hydropower Research;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Beijing Jiaotong University;

..............page:2129-2137

A new constitutive model and its parameter calibration
LU Ying-fa;School of Civil Engineering;Hubei University of Technology;

..............page:2138-2144

Relationship between volumetric water content and effective dielectric permittivity of Nanning expansive soil
Lü Hai-bo;JIANG Wen-yu;ZHAO Yan-lin;ZENG Zhao-tian;College of Civil Engineering and Architecture;Guangxi University;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;

..............page:2145-2150

Study of scattering of SH-waves by a buried elliptic inclusion near a vertical interface and ground surface vibration
QI Hui;DING Xiao-hao;ZHANG Yang;College of Aerospace and Civil Engineering;Harbin Engineering University;

..............page:2151-2158

A method for estimating equivalent elastic moduli of fractured rock masses based on elastic strain energy
YANG Jian-ping;CHEN Wei-zhong;YANG Dian-sen;TIAN Hong-ming;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Research Center of Geotechnical and Structural Engineering;Shandong University;

..............page:2159-2164+2171

Effects of drying-wetting cycle and loading on compressive property of mudstone
TAN Yun-zhi;HU Mo-zhen;ZHOU Wei-tao;ZUO Qing-jun;WANG Hong-xing;YU Bo;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;Institute of Problematic Soil Mechanics;China Three Gorges University;Department of Transportation of Hubei Province;

..............page:2165-2171

Experimental study of breakage mechanisms of rock induced by a pick and associated cutter spacing optimization
ZHANG Qian-qian;HAN Zhen-nan;ZHANG Meng-qi;ZHANG Jian-guang;College of Mechanical Engineering;Taiyuan University of Technology;Taiyuan Institute of China Coal Technology and Engineering Group;

..............page:2172-2179+2186

Seepage flow during crack propagation process and stress coupled model under compression-shear stress conditions
ZHAO Yu;WANG Chao-lin;WAN Wen;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;Key Laboratory of Geotechnical Engineering Stability Control and Health Monitoring of Hunan Province;Hunan University of Science and Technology;

..............page:2180-2186

Analysis of scale effect of coarse-grained materials
WU Li-qiang;ZHU Sheng;ZHANG Xiao-hua;CHEN Wen-liang;Zhejiang Key Laboratory of Hydraulics Disaster Prevention and Mitigation;Zhejiang Institute of Hydraulics and Estuary;Institute of Hydraulic Structures;Hohai University;

..............page:2187-2197

A one-dimensional elasto-viscoplastic model for describing time-dependent behavior of soft clays
KE Wen-hui;CHEN Jian;SHENG Qian;LI Xiao-long;HUANG Jue-hao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan Municipal Construction Group Co.;Ltd.;

..............page:2198-2205+2212

Study on cutting of 3D complex blocks with finite discontinuities
YANG Shi-kou;REN Xu-hua;ZHANG Ji-xun;College of Water Conservancy and Hydropower Engineering;Hohai University;

..............page:2206-2212

Model experimental study of embankment reinforced with geocells under stepped cyclic loading
GAO Ang;ZHANG Meng-xi;LIU Fang;LIANG Yong;Department of Civil Engineering;Shanghai University;Jiaxing Nanyang Polytechnic Institute;

..............page:2213-2221

Study on strength reduction method based on double reduction parameters
YUAN Wei;LI Xiao-chun;WANG Wei;BAI Bing;WANG Qi-zhi;CHEN Xiang-jun;School of Civil Engineering;Shijiazhuang Railway University;Hebei Research Institute of Construction and Geotechnical Investigation Co.Ltd.;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;

..............page:2222-2230

Experiment study on similarity ratio of similar material for model test on red-bed soft rock
YANG Xu;SU Ding-li;ZHOU Bin;LIU Zhen;ZHOU Cui-ying;School of Engineering;Sun Yat-sen University;Research Center for Geotachnical Engineering and Information Technology;Sun Yat-Sen University;Research Center of Industry Engineering Transport Infrastructure Security;Sun Yat-Sen University;School of Marine Science;Sun Yat-sen University;

..............page:2231-2237

Progressive failure characteristics of slopes considering strain-softening behavior of geotechnical materials and dynamics
XUE Hai-bin;DANG Fa-ning;YIN Xiao-tao;LEI Man;YANG Chao;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;SCEGC Mechanized Construction Group Company Ltd.;

..............page:2238-2246

Experimental investigation on engineering behaviors of red clay under effect of wetting-drying cycles
MU Kun;KONG Ling-wei;ZHANG Xian-wei;YIN Song;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;

..............page:2247-2253

Unsaturated hydraulic properties of rock fractures and their variation law
LI Yi;School of Hydraulic Engineering;Changsha University of Science and Technology;Key Laboratory of Water-Sediment Sciences and Water Disaster Prevention of Hunan Province;Changsha University of Science and Technology;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;

..............page:2254-2262

A dynamic calculation method for evolution law of capillarity forces of liquid bridge between coarse particles
ZHANG Zhao;LIU Feng-yin;QI Ji-lin;CHAI Jun-rui;Institute of Geotechnical Engineering;Xi’ an University of Technology;College of Civil and Transportation Engineering;Beijing University of Civil Engineering and Architecture;State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area;Xi’ an University of Technology;

..............page:2263-2270+2278

Analysis of influence of surface surcharge on subway shield tunnel under
ZHANG Ming-gao;ZHOU Shun-hua;HUANG Da-wei;WANG Xiu-zhi;LIU Hong-bo;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;The Technical Center of Shanghai Shentong Metro Group Co.;Ltd.;

..............page:2271-2278

Experimental study of influence of gradation on dynamic properties of coarse aggregate
FU Hua;ZHAO Da-hai;HAN Hua-qiang;LING Hua;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of Ministry of Water Resources;Nanjing Hydraulic Research Institute;Power China Xibei Engineering Corporation Limited;

..............page:2279-2284

Study on tenso-shear coupling strength of clays
KONG Xiao-ang;CAI Guo-qing;ZHAO Cheng-gang;School of Civil Engineering;Beijing Jiaotong University;College of Civil Engineering and Architecture;Guilin University of Technology;

..............page:2285-2292+2298

A simplified analytical solution for ground settlement induced by horizontal movement of retailing wall
SHEN Lu-yao;QIAN Jian-gu;ZHANG Rong-ze;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;

..............page:2293-2298

Fracture characteristics of two types of rocks based on digital image correlation
JI Wei-wei;PAN Peng-zhi;MIAO Shu-ting;SU Fang-sheng;DU Meng-ping;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;

..............page:2299-2305

Experimental study of deformation characteristics of compacted loess subjected to drying-wetting cycle
WANG Fei;LI Guo-yu;MU Yan-hu;ZHANG Peng;WU Ya-hu;FAN Shan-zhi;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;College of Transportation Science & Engineering;Nanjing University of Technology;

..............page:2306-2312+2320

Fracture mechanical behaviors and acoustic emission characteristics of Beishan granites with different particle sizes
DENG Chao-fu;LIU Jian-feng;CHEN Liang;LI Ying;XIANG Gao;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;Division of Environment Engineering;Beijing Research Institute of Uranium Geology;

..............page:2313-2320

Analysis of large-strain nonlinear consolidation of double-layer soft clay foundation with considering effect of non-Darcy’s flow
DONG Xing-quan;LI Chuan-xun;CHEN Meng-meng;ZHANG Jun;XIE Kang-he;Faculty of Civil Engineering and Mechanics;Jiangsu University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;

..............page:2321-2331

Model test of soil arching effect of anti-slide piles based on infrared thermal imaging technology
JIN Lin;HU Xin-li;TAN Fu-lin;HE Chun-can;ZHANG Han;ZHANG Yu-ming;Faculty of Engineering;China University of Geosciences;

..............page:2332-2340

Correlation between fracture energy and geometrical characteristic of mesostructure of marble
YAO Shao-feng;ZHANG Zhen-nan;GE Xiu-run;QIU Yi-ping;XU Jin-ming;School of Naval Architecture;Ocean and Civil Engineering;Shanghai Jiaotong University;Department of Civil Engineering;Shanghai University;

..............page:2341-2346

Shaking table tests on flow effects of liquefied sands
ZHANG Xin-lei;WANG Zhi-hua;XU Zhen-wei;Lü Cong;Research Center of Urban Underground Space;Nanjing Tech University;Institute of Geotechnical Engineering;Nanjing Tech University;

..............page:2347-2352

Mechanisms of outward dislocation sliding of roadway sides and its support in a thick coal seam with a soft mudstone interlayer
HUANG Qing-xiang;ZHAO Meng-ye;ZHANG Qiang-feng;SHAO Shui-cai;MA Kuang-sheng;School of Energy Engineering;Xi’an University of Science and Technology;Sandaogou Coalmine;Shenhua Shendong Coal Group Corporation Limited;

..............page:2353-2358

Analysis of mechanical characteristic and optimization of initial tensile tonnage of prestressed anchor cable
DENG Jian;XIAO Ming;XIE Bing-bing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;

..............page:2359-2365

Application of least absolute deviation method to settlement of rock and soil foundations
GU Le-min;College of Materials Science and Engineering;Tongji University;

..............page:2366-2372

Anisotropy of intact loess of Wangjiagou tunnel along Baoji-Lanzhou passenger dedicated line
WU Xu-yang;LIANG Qing-guo;NIU Fu-jun;LI Chun-qing;WANG Li-li;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;School of Civil Engineering;Lanzhou Jiaotong University;School of Architectural Engineering;Qinghai Nationalities University;Key Laboratory of Loess Earthquake Engineering;China Earthquake Administration;

..............page:2373-2382

kuo di xie xing zhuang ji shu kai fa yu cheng zai te xing
li chun hong ;

..............page:2382

A dynamic simulation analysis method of high-steep slopes based on real-time numerical model and its applications
WANG Chao;ZHANG She-rong;ZHANG Feng-hua;DU Cheng-bo;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;

..............page:2383-2390

A simplified analysis method of block stability in large underground powerhouse
ZHOU Yang-yi;FENG Xia-ting;XU Ding-ping;HE Ming-wu;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Three Gorges Corporation;

..............page:2391-2398

Analysis of laterally loaded pile by elastic finite element based EMSD method
HUANG Mao-song;LI Sen;YU Jian;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;

..............page:2399-2403+2410

T-splines local refinement algorithm for numerical manifold method
ZHANG You-liang;LIU Deng-xue;LIU Gao-min;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;

..............page:2404-2410

Finite element analysis of penetration depth of geotubes based on coupled Eulerian-Lagrangian method
CHEN Jing;YAN Shu-wang;SUN Li-qiang;CHEN Hao;LANG Rui-qing;REN Yu-xiao;LIN Shu;GE Juan;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Municipal Engineering Design & Research Institute;

..............page:2411-2416

Liquefaction-induced lateral spreading analysis in gently sloping ground from earthquakes based on CG model
ZHOU Ge;LIU Han-long;IAI Susumu;CHEN Yu-min;TOBITA Tetsuo;Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education;Hohai University;College of Civil and Transportation Engineering;Hohai University;Disaster Prevention Research Institute;Kyoto University;College of Civil Engineering;Chongqing University;

..............page:2417-2425

Lower bound finite element method for analyzing tenso-shear failure of slopes
GAO Ru-chao;LI Chun-guang;SUN Cong;ZHENG Hong;GE Xiu-run;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;National Enterprise Technology Center;CCCC Second Harbour Engineering Co.;Ltd.;

..............page:2426-2432