1000-7598
2014 Issue S2
Analysis of rockburst proneness under condition of combining spalling
ZHOU Hui;HU Shan-chao;LU Jing-jing;ZHANG Chuan-qing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHOU Hui;HU Shan-chao;LU Jing-jing;ZHANG Chuan-qing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1-7
Experimental study of base reaction and deformation characteristic of variable-length CFG pile composite foundation for frame-tube structure
TONG Jian-xing;YAN Ming-li;LUO Peng-fei;SUN Xun-hai;YANG Xin-hui;Institute of Foundation Engineering;China Academy of Building Research;
TONG Jian-xing;YAN Ming-li;LUO Peng-fei;SUN Xun-hai;YANG Xin-hui;Institute of Foundation Engineering;China Academy of Building Research;
..............page:8-16
Study of diffusion parameters of Newtonian fluid based on column-hemispherical penetration grouting
YANG Zhi-quan;HOU Ke-peng;LIANG Wei;CHENG Yong;YANG Ba-jiu;Faculty of Land Resources Engineering;Kunming University of Science and Technology;Yunnan Yarong Mining Industry Technology Co.;Ltd.;
YANG Zhi-quan;HOU Ke-peng;LIANG Wei;CHENG Yong;YANG Ba-jiu;Faculty of Land Resources Engineering;Kunming University of Science and Technology;Yunnan Yarong Mining Industry Technology Co.;Ltd.;
..............page:17-24
Experiment study of calculation method for pile negative side friction in fill site
KANG Jing-wen;MAO Jian-qiang;XU Jian;YAO Wen-hong;ZHANG Xue-liang;LI Ke-yi;Chinese Southwest Architectural Design and Research Institute Co.;Ltd.;School of Civil Engineering;Southwest Jiaotong University;
KANG Jing-wen;MAO Jian-qiang;XU Jian;YAO Wen-hong;ZHANG Xue-liang;LI Ke-yi;Chinese Southwest Architectural Design and Research Institute Co.;Ltd.;School of Civil Engineering;Southwest Jiaotong University;
..............page:25-29
Improvement on safety coefficient of heave-resistant stability of excavations
WANG Hong-xin;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
WANG Hong-xin;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
..............page:30-36
Study and application of deformation characteristics of compacted loess
HUANG Xue-feng;KONG Yang;LI Xu-dong;MA Long;YANG Bao-shan;School of Civil Engineering;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;Electronic Comprehensive Investigation and Surveying Institute of Ministry of Information Industry;
HUANG Xue-feng;KONG Yang;LI Xu-dong;MA Long;YANG Bao-shan;School of Civil Engineering;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;Electronic Comprehensive Investigation and Surveying Institute of Ministry of Information Industry;
..............page:37-44
Experimental study of mechanical properties of argillaceous sandstone under wet and dry cycle in acid environment
LIU Xin-rong;ZHANG Liang;FU Yan;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;Construction Quality and Safety Supervision Station of Banan District;College of Construction Management and Real Estate;Chongqing University;
LIU Xin-rong;ZHANG Liang;FU Yan;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;Construction Quality and Safety Supervision Station of Banan District;College of Construction Management and Real Estate;Chongqing University;
..............page:45-52
Experimental study of creep property of soft clay under different stress conditions
YANG Ai-wu;ZHANG Zhao-jie;KONG Ling-Wei;Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin;Tianjin Chengjian University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
YANG Ai-wu;ZHANG Zhao-jie;KONG Ling-Wei;Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin;Tianjin Chengjian University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:53-60
Parameter inversion of nonlinear constitutive model of rockfill materials using observed deformations after dam construction
LI Shou-ju;ZHANG Jun;LIANG Jin-quan;SUN Zhen-xiang;State Key Laboratory of Structural Analysis for Industrial Equipment;Dalian University of Technology;Liaoning Pushihe Pumped Storage Company Limited;
LI Shou-ju;ZHANG Jun;LIANG Jin-quan;SUN Zhen-xiang;State Key Laboratory of Structural Analysis for Industrial Equipment;Dalian University of Technology;Liaoning Pushihe Pumped Storage Company Limited;
..............page:61-67+74
Composite ground settlement calculating method with displacement non-compatibility between deep mixing columns and surrounding soil
ZHANG Ding-wen;XIE Wei;ZHENG Xiao-guo;School of Transportation;Southeast University;School of Road and Bridge;Zhejiang Institute of Communications;
ZHANG Ding-wen;XIE Wei;ZHENG Xiao-guo;School of Transportation;Southeast University;School of Road and Bridge;Zhejiang Institute of Communications;
..............page:68-74
Study of constitutive model of sand-geogrid interface behavior in geogrid/geotextile reinforced soil
WANG Jun;LIN Xu;FU Hong-tao;College of Architecture and Civil Engineering;Wenzhou University;Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province Wenzhou University;College of Architecture and Engineering;Lianyungang Technical College;
WANG Jun;LIN Xu;FU Hong-tao;College of Architecture and Civil Engineering;Wenzhou University;Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province Wenzhou University;College of Architecture and Engineering;Lianyungang Technical College;
..............page:75-84
Relevant experiments, models and environmental effect of shale gas production
ZHANG Hong-xue;LIU Wei-qun;State Key Laboratory for Geomechanics &Deep Underground Engineering;China University of Mining and Technology;College of Sciences;Anhui University of Science & Technology;
ZHANG Hong-xue;LIU Wei-qun;State Key Laboratory for Geomechanics &Deep Underground Engineering;China University of Mining and Technology;College of Sciences;Anhui University of Science & Technology;
..............page:85-100
Model tests research on horizontal bearing behavior of JPP pile under different combinations
REN Lian-wei;DUN Zhi-lin;LI Guo;ZHAN Jun-feng;School of Civil Engineering;Henan Polytechnic University;
REN Lian-wei;DUN Zhi-lin;LI Guo;ZHAN Jun-feng;School of Civil Engineering;Henan Polytechnic University;
..............page:101-106+113
Study of test methods of saturated soil shear strength considering effects of stress history
SHENG Zhi-qiang;TENG Yan-jing;Institute of Foundation Engineering;China Academy of Building Research;
SHENG Zhi-qiang;TENG Yan-jing;Institute of Foundation Engineering;China Academy of Building Research;
..............page:107-113
Test model research on low strength similar material of Shanghengshan multilayer shale deposit
YE Yi-cheng;SHI Yao-bin;WANG Qi-hu;YAO Nan;LU Fang;YUE Ze;Hubei Provincial Engineering Technology Research Center of High efficient Clean Utilization Shale Vanadium Resource;School of Resources and Environmental Engineering;Wuhan University of Science and Technology;
YE Yi-cheng;SHI Yao-bin;WANG Qi-hu;YAO Nan;LU Fang;YUE Ze;Hubei Provincial Engineering Technology Research Center of High efficient Clean Utilization Shale Vanadium Resource;School of Resources and Environmental Engineering;Wuhan University of Science and Technology;
..............page:114-120
Analysis of soil vertical additional loads induced by pipe jacking construction
ZHANG Zhi-guo;ZHANG Meng-xi;WANG Wei-dong;School of Environment and Architecture;University of Shanghai for Science and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Department of Civil Engineering;Shanghai University;East China Architecture Design Institute;
ZHANG Zhi-guo;ZHANG Meng-xi;WANG Wei-dong;School of Environment and Architecture;University of Shanghai for Science and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Department of Civil Engineering;Shanghai University;East China Architecture Design Institute;
..............page:121-128
A method for predicting evaporation process in unsaturated soil surface
ZHANG Hua;HU Wen-long;CHEN Shan-xiong;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Education Ministry;China Three Gorges University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHANG Hua;HU Wen-long;CHEN Shan-xiong;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Education Ministry;China Three Gorges University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:129-134
Effects of grouting on mechanical properties of soil nailing
ZHANG Guang-xing;GUAN Lin-bo;Department of Civil Engineering;Tongji Zhejiang College;
ZHANG Guang-xing;GUAN Lin-bo;Department of Civil Engineering;Tongji Zhejiang College;
..............page:135-141
Strength experimental study of palm reinforced Shanghai clay
QU Ji-li;LI Bei-bei;LI Chen-cai;LIU Bao-shi;WEI Tian-le;School of Environment and Architecture;University of Shanghai for Science & Technology;
QU Ji-li;LI Bei-bei;LI Chen-cai;LIU Bao-shi;WEI Tian-le;School of Environment and Architecture;University of Shanghai for Science & Technology;
..............page:142-148
Model test of artificial ground freezing in shallow-buried rectangular cemented soil
SHANG Hou-sheng;YUE Feng-tian;SHI Rong-jian;School of Mechanics and Civil Engineering;China University of Mining & Technology;Shanghai Pudong New Area Municipal Engineering Construction Management Center;School of Mechanics and Civil Engineering;China University of Mining & Technology;
SHANG Hou-sheng;YUE Feng-tian;SHI Rong-jian;School of Mechanics and Civil Engineering;China University of Mining & Technology;Shanghai Pudong New Area Municipal Engineering Construction Management Center;School of Mechanics and Civil Engineering;China University of Mining & Technology;
..............page:149-155+161
Linear optimization method for shear strength parameters of rock mass
LI Qian-qian;HUANG Dong;QIAO Jian-ping;CUI Zhong-xing;Institute of Mountain Hazards and Environment;Chinese Academy of Sciences;Kety Laboratory of Mountain Hazards and Surface Process;University of Chinese Academy of Sciences;Faculty of Civil Engineering and Architecture;Xi’an University of Technology;
LI Qian-qian;HUANG Dong;QIAO Jian-ping;CUI Zhong-xing;Institute of Mountain Hazards and Environment;Chinese Academy of Sciences;Kety Laboratory of Mountain Hazards and Surface Process;University of Chinese Academy of Sciences;Faculty of Civil Engineering and Architecture;Xi’an University of Technology;
..............page:156-161
Fractional nonlinear creep constitutive model of salt rock
WU Fei;LIU Jian-feng;WU Zhi-de;BIAN Yu;ZHOU Zhi-wei;Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education;Sichuan University;College of Water Resources and Hydropower;Sichuan University;Langfang Branch;China Research Institute of Petroleum Exploration and Development;
WU Fei;LIU Jian-feng;WU Zhi-de;BIAN Yu;ZHOU Zhi-wei;Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education;Sichuan University;College of Water Resources and Hydropower;Sichuan University;Langfang Branch;China Research Institute of Petroleum Exploration and Development;
..............page:162-167
Dynamic thickening characteristics and mathematical model of total tailings
WANG Yong;WU Ai-xiang;WANG Hong-jiang;ZHOU Bo;State Key Laboratory of Advanced Metallurgy;University of Science and Technology Beijing;Key Laboratory of High Efficient Mining and Safety of Metal;Ministry of Education;University of Science and Technology Beijing;
WANG Yong;WU Ai-xiang;WANG Hong-jiang;ZHOU Bo;State Key Laboratory of Advanced Metallurgy;University of Science and Technology Beijing;Key Laboratory of High Efficient Mining and Safety of Metal;Ministry of Education;University of Science and Technology Beijing;
..............page:168-172+179
Effects of addition of zeolite on compressibility and hydraulic conductivity of clayey soil-bentonite backfills for slurry-trench walls
FAN Ri-dong;DU Yan-jun;LIU Song-yu;YANG Yu-ling;Institute of Geotechnical Engineering;Southeast University;
FAN Ri-dong;DU Yan-jun;LIU Song-yu;YANG Yu-ling;Institute of Geotechnical Engineering;Southeast University;
..............page:173-179
Centrifuge model tests on vertical bearing capacity of single pile in silty clay
LI Yang;ZHANG Ga;State Key Laboratory of Hydrosciences and Engineering;Tsinghua University;
LI Yang;ZHANG Ga;State Key Laboratory of Hydrosciences and Engineering;Tsinghua University;
..............page:180-184
Internal force test research on pile-anchor retaining structure of metro station deep foundation
YANG Xiao-hui;ZHU Yan-peng;GUO Nan;HUANG Xue-feng;School of Civil Engineering;Lanzhou University of Technology;Northwest Center for Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;
YANG Xiao-hui;ZHU Yan-peng;GUO Nan;HUANG Xue-feng;School of Civil Engineering;Lanzhou University of Technology;Northwest Center for Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;
..............page:185-197
Study of external water pressure estimation method for reinforced concrete lining of hydraulic tunnels
ZHOU Ya-feng;SU Kai;WU He-gao;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;
ZHOU Ya-feng;SU Kai;WU He-gao;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;
..............page:198-203+210
Research on effective elastic mechanical properties of medium rank coal
FAN Tie-gang;ZHANG Guang-qing;DING Yun-hong;WANG Xin;College of Mechanical and Transportation Engineering;China University of Petroleum;College of Petroleum Engineering;China University of Petroleum;Langfang Branch;Petroleum China Research Institute of Exploration & Development;
FAN Tie-gang;ZHANG Guang-qing;DING Yun-hong;WANG Xin;College of Mechanical and Transportation Engineering;China University of Petroleum;College of Petroleum Engineering;China University of Petroleum;Langfang Branch;Petroleum China Research Institute of Exploration & Development;
..............page:204-210
Analysis of high temperature damage and modulus of sandstone
WANG Peng;XU Jin-yu;LIU Shi;CHEN Teng-fei;FANG Xing-yu;Department of Airfield and Building Engineering;Air Force Engineering University;College of Mechanics and Civil Architecture;Northwest Polytechnic University;
WANG Peng;XU Jin-yu;LIU Shi;CHEN Teng-fei;FANG Xing-yu;Department of Airfield and Building Engineering;Air Force Engineering University;College of Mechanics and Civil Architecture;Northwest Polytechnic University;
..............page:211-216
Energy variational solution for settlement of buried pipeline induced by tunneling
LIU Xiao-qiang;LIANG Fa-yun;ZHANG Hao;CHU Feng;Department of Geotechnical Engineering;Tongji University;Shanghai Lujiazui Finance and Trade Zone Development Co.;Ltd.;
LIU Xiao-qiang;LIANG Fa-yun;ZHANG Hao;CHU Feng;Department of Geotechnical Engineering;Tongji University;Shanghai Lujiazui Finance and Trade Zone Development Co.;Ltd.;
..............page:217-222+231
Analytical solution for consolidation of composite foundation with sand drains and cement-soil mixing piles
QIN Kang;LU Meng-meng;JIANG Bin-song;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;School of Mechanics & Civil Engineering;China University of Mining and Technology;
QIN Kang;LU Meng-meng;JIANG Bin-song;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;School of Mechanics & Civil Engineering;China University of Mining and Technology;
..............page:223-231
Analysis of coupled seepage and deformation of expansive soil foundation under low embankment
CHEN Wei-zhi;JIANG Guan-lu;WANG Da-wei;YUAN Ze-hua;WANG Zhi-memg;LI An-hong;School of Civil Engineering;Southwest Jiaotong University;Key Laboratory of Highway Engineering of Sichuan Province;Southwest Jiaotong University;China Railway Eryuan Engineering Group Co.;Ltd.;
CHEN Wei-zhi;JIANG Guan-lu;WANG Da-wei;YUAN Ze-hua;WANG Zhi-memg;LI An-hong;School of Civil Engineering;Southwest Jiaotong University;Key Laboratory of Highway Engineering of Sichuan Province;Southwest Jiaotong University;China Railway Eryuan Engineering Group Co.;Ltd.;
..............page:232-239
Study of method for determining bearing capacity of composite foundation by in-situ loading test
ZHANG Lei;Department of Civil Engineering;Faculty of Civil Engineering and Mechanics;Kunming University of Science and Technology;
ZHANG Lei;Department of Civil Engineering;Faculty of Civil Engineering and Mechanics;Kunming University of Science and Technology;
..............page:240-244+249
Calculation of the ultimate uplift capacity of single piles in sand
ZOU Dan;HE Huai-jian;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil Engineering;Hunan University;
ZOU Dan;HE Huai-jian;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil Engineering;Hunan University;
..............page:245-249
Study of mechanical characters of anti-sliding piles considering different foundation coefficients of sliding bed
ZHAN Hong-zhi;WANG Liang-qing;WANG Chang-shuo;ZHANG Nan;Faculty of Engineering;China University of Geosciences;
ZHAN Hong-zhi;WANG Liang-qing;WANG Chang-shuo;ZHANG Nan;Faculty of Engineering;China University of Geosciences;
..............page:250-256
Model test of highway tunnel construction underlying triple-decker mined-out area
CUI Ge;FANG Yong;XU Chen;FAN Jian-guo;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;Southwest Jiaotong University;
CUI Ge;FANG Yong;XU Chen;FAN Jian-guo;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;Southwest Jiaotong University;
..............page:257-266
Research on effect of post grouting at pile tip on bearing behavior of single pile
ZHU Nan;CUI Zi-zhi;College of Civil and Hydraulic Engineering;Ningxia University;
ZHU Nan;CUI Zi-zhi;College of Civil and Hydraulic Engineering;Ningxia University;
..............page:267-271
Effect of drying-wetting cycles on compacted wide grading gravelly soil
LI Yu-jia;WANG Hong-yu;TANG Shao-rong;ZHANG Xue-ke;College of Civil and Hydraulic Engineering;Ningxia University;
LI Yu-jia;WANG Hong-yu;TANG Shao-rong;ZHANG Xue-ke;College of Civil and Hydraulic Engineering;Ningxia University;
..............page:272-277
Application of shape acceleration array technology to shaking table model test of soil-structure system
NI Ke-chuang;GAO Wen-sheng;Institute of Foundation Engineering;China Academy of Building Research;
NI Ke-chuang;GAO Wen-sheng;Institute of Foundation Engineering;China Academy of Building Research;
..............page:278-283
Study of blasting vibration and deformation control for metro construction beneath existing metro tunnel in short distance
LI Shu-cai;LI Ke-xian;LEI Gang;SUN Guo-fu;Research Center of Geotechnical & Structural Engineering;Shandong University;Beijing Urban Construction Design &Development Group Company Limited;
LI Shu-cai;LI Ke-xian;LEI Gang;SUN Guo-fu;Research Center of Geotechnical & Structural Engineering;Shandong University;Beijing Urban Construction Design &Development Group Company Limited;
..............page:284-289
Theory of multi-bench retaining for large area foundation pit and its engineering application
ZHENG Gang;GUO Yi-bin;NIE Dong-qing;DIAO Yu;LIU Chang;School of Civil Engineering;Tianjin University;
ZHENG Gang;GUO Yi-bin;NIE Dong-qing;DIAO Yu;LIU Chang;School of Civil Engineering;Tianjin University;
..............page:290-298
Discussion on key issues of TBM construction for long and deep tunnels
ZHOU Jian-jun;YANG Zhen-xing;State Key Laboratory of Shield Machine and Boring Technology;China Railway Tunnel Group Co.;Ltd.;China Railway Tunnel Group Co.;Ltd.;
ZHOU Jian-jun;YANG Zhen-xing;State Key Laboratory of Shield Machine and Boring Technology;China Railway Tunnel Group Co.;Ltd.;China Railway Tunnel Group Co.;Ltd.;
..............page:299-305
Selection and application research on shear strength index of soft soil for ultra deep foundation pit in Wuhan
MA Yun;LI Song;XU Guang-li;LONG Xiao-dong;GUO Yun;LIU You-xiang;ZHANG Xiao-yu;Faculty of Engineering;China University of Geosciences;Central Southern Geotechnical Design Institute Co.;Ltd.;
MA Yun;LI Song;XU Guang-li;LONG Xiao-dong;GUO Yun;LIU You-xiang;ZHANG Xiao-yu;Faculty of Engineering;China University of Geosciences;Central Southern Geotechnical Design Institute Co.;Ltd.;
..............page:306-312+318
Settlement and contact pressure characteristics of the main building and annex with post-cast strips on medium or low compressible soil
WANG Shu-guang;DI Dao-huai;ZHOU Sheng-bin;Institute of Foundation Engineering;China Academy of Building Research;
WANG Shu-guang;DI Dao-huai;ZHOU Sheng-bin;Institute of Foundation Engineering;China Academy of Building Research;
..............page:313-318
Shield construction influences on piles and classification of adjacent pile degree
WANG Li-feng;Architectural Engineering Institute of Zhejiang University of Science and Technology;
WANG Li-feng;Architectural Engineering Institute of Zhejiang University of Science and Technology;
..............page:319-324
Risk analysis and trend prediction of long inclined-shaft construction in coalmine by TBM
HOU Gong-yu;LIANG Rong;GONG Yan-fen;LIU Lin;TIAN Le;School of Mechanics and Civil Engineering;China University of Mining & Technology;
HOU Gong-yu;LIANG Rong;GONG Yan-fen;LIU Lin;TIAN Le;School of Mechanics and Civil Engineering;China University of Mining & Technology;
..............page:325-331
Research on bearing capacity of Angola Quelo sand strata
PENG You-jun;YUE Dong;PENG Bo;AN Yu-fang;Beijing Urban Construction Exploration & Surveying Design Research Institute Co.;Ltd.;Beijing Urban Construction Design & Development Group Co.;Ltd.;
PENG You-jun;YUE Dong;PENG Bo;AN Yu-fang;Beijing Urban Construction Exploration & Surveying Design Research Institute Co.;Ltd.;Beijing Urban Construction Design & Development Group Co.;Ltd.;
..............page:332-337
Blasting vibration parameters using comprehensive regression of wavelet denoising and particle swarm optimization algorithm
ZHANG Le-wen;WANG Hong-bo;QUY Dao-hong;SUN Huai-feng;SUN Zi-zheng;DING Wan-tao;Research Center of Geotechnical and Structural Engineering;Shandong University;
ZHANG Le-wen;WANG Hong-bo;QUY Dao-hong;SUN Huai-feng;SUN Zi-zheng;DING Wan-tao;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:338-342
Field test and numerical simulation of deformation characteristics of embankment on soft ground under different filling speeds
KONG Gang-qiang;ZHANG Chi;Key Laboratory for Geomechanics and Embankment Engineering of Education Ministry;Hohai University;College of Civil and Transportation Engineering;Hohai University;
KONG Gang-qiang;ZHANG Chi;Key Laboratory for Geomechanics and Embankment Engineering of Education Ministry;Hohai University;College of Civil and Transportation Engineering;Hohai University;
..............page:343-349
Research progress in pressure-relief mining
LI Jun-ping;WANG Hong-xing;WANG Xiao-guang;CHENG Xian-gen;College of Materials and Mineral Resources;Xi’an University of Architecture and Technology;
LI Jun-ping;WANG Hong-xing;WANG Xiao-guang;CHENG Xian-gen;College of Materials and Mineral Resources;Xi’an University of Architecture and Technology;
..............page:350-358+363
Application of pedestal uplift piles to Yujiapu north-south undergound garage in Tianjin
ZHAO Tong;YANG Hai-song;WANG Xiang-jun;Tianjin Innovative Finance Investment Co.;Ltd.;East China Architecture Design and Research Institute;
ZHAO Tong;YANG Hai-song;WANG Xiang-jun;Tianjin Innovative Finance Investment Co.;Ltd.;East China Architecture Design and Research Institute;
..............page:359-363
Settlement calculation and analysis of embankment with squeezing thick silt by blasting
XU Xue-yong;CHEN Guo-hai;WANG Ren;DI Sheng-jie;DU Wen-bo;PowerChina Huadong Engineering Corporation Limited;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
XU Xue-yong;CHEN Guo-hai;WANG Ren;DI Sheng-jie;DU Wen-bo;PowerChina Huadong Engineering Corporation Limited;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:364-369
Analysis of damage causes of a metro station passageway
LIU Ting-jin;ZHOU Shu-yang;CAI Ren-xian;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Architecture Science;South China University of Technology;
LIU Ting-jin;ZHOU Shu-yang;CAI Ren-xian;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Architecture Science;South China University of Technology;
..............page:370-378+385
Reliability analysis of casing of underground salt rock gas storage during operation period
XIANG Wen;ZHANG Qiang-yong;CAI Bing;Research Center of Geotechnical and Structural Engineering;Shandong University;
XIANG Wen;ZHANG Qiang-yong;CAI Bing;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:379-385
Application of Kriging methods and multi-fractal theory to estimate of geotechnical parameters spatial distribution
WANG chang-hong;ZHU He-hua;QIAN Qi-hu;Department of Rail Track Engineering;Shanghai Institute of Technology;Engineering Institute of National Defense Engineering;PLA University of Science and Technology;Department of Geotechnical Engineering;Tongji University;
WANG chang-hong;ZHU He-hua;QIAN Qi-hu;Department of Rail Track Engineering;Shanghai Institute of Technology;Engineering Institute of National Defense Engineering;PLA University of Science and Technology;Department of Geotechnical Engineering;Tongji University;
..............page:386-392
Study of basal bearing capacity for soil nailing walls
QIN Hui-lai;ZHOU Tong-he;GUO Yuan-cheng;DU Chao;Technical Center;China State Construction Engineering Corporation;Comprehensive Design Institute;Zhengzhou University;School of Civil Engineering;Zhengzhou University;China Southwest Geotechnical Investigation & Design Institute Co.;Ltd.;
QIN Hui-lai;ZHOU Tong-he;GUO Yuan-cheng;DU Chao;Technical Center;China State Construction Engineering Corporation;Comprehensive Design Institute;Zhengzhou University;School of Civil Engineering;Zhengzhou University;China Southwest Geotechnical Investigation & Design Institute Co.;Ltd.;
..............page:393-397
Back analysis of proportional coefficient of horizontal resistance in vertical elastic subgrade beam method for deep excavations
XU Zhong-hua;LI Jing;WANG Wei-dong;Department of Underground Structure & Geotechnical Engineering;East China Architectural Design & Research Institute;Shanghai Engineering Research Center of Safety Control for Facilities Adjacent to Deep Excavations;
XU Zhong-hua;LI Jing;WANG Wei-dong;Department of Underground Structure & Geotechnical Engineering;East China Architectural Design & Research Institute;Shanghai Engineering Research Center of Safety Control for Facilities Adjacent to Deep Excavations;
..............page:398-404+411
Application of improved genetic algorithm and support vector machine to clustering analysis of rock mass structural plane
LI Ning;WANG Li-guan;JIA Ming-tao;CHEN Jian-hong;TAN Zheng-hua;School of Resources and Safety Engineering;Central South University;Digital Mine Research Center;Central South University;College of Information Engineering;Xiangtan University;
LI Ning;WANG Li-guan;JIA Ming-tao;CHEN Jian-hong;TAN Zheng-hua;School of Resources and Safety Engineering;Central South University;Digital Mine Research Center;Central South University;College of Information Engineering;Xiangtan University;
..............page:405-411
Influence of pressure-relief of confined aquifer on existing tunnel under conditions of different inserted lengths of diaphragm wall
ZHENG Gang;WANG Qi;DENG Xu;LIU Qing-chen;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;Tianjin Architecture Design Institute;
ZHENG Gang;WANG Qi;DENG Xu;LIU Qing-chen;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;Tianjin Architecture Design Institute;
..............page:412-421+428
Evaluation of landslide susceptibility degree based on catastrophe theory
SONG Sheng-yuan;WANG Qing;PAN Yu-zhen;CHEN Jian-ping;XIANG Liang-jun;College of Construction Engineering;Jilin University;Three Gorges Survey and Research Institute Co.;Ltd.;
SONG Sheng-yuan;WANG Qing;PAN Yu-zhen;CHEN Jian-ping;XIANG Liang-jun;College of Construction Engineering;Jilin University;Three Gorges Survey and Research Institute Co.;Ltd.;
..............page:422-428
Study of parameter optimization of support in deep steeply inclined roadway with unsymmetrical loadings
ZHENG Peng-qiang;CHEN Wei-zhong;YUAN Jing-qiang;YU Jian-xin;YANG Fan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Department of Resources and Civil Engineering;Shandong University of Science and Technology;Research Center of Geotechnical and Structural Engineering;Shandong University;Dongtan mine;Yanzhou Coal Mining Company Limited;
ZHENG Peng-qiang;CHEN Wei-zhong;YUAN Jing-qiang;YU Jian-xin;YANG Fan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Department of Resources and Civil Engineering;Shandong University of Science and Technology;Research Center of Geotechnical and Structural Engineering;Shandong University;Dongtan mine;Yanzhou Coal Mining Company Limited;
..............page:429-436
Research on landslide susceptibility based on Mamdani-FIS model
ZHANG Ren-lan;WANG Shao-jun;LI Jiang-feng;School of Public Administration;China University of Geosciences;
ZHANG Ren-lan;WANG Shao-jun;LI Jiang-feng;School of Public Administration;China University of Geosciences;
..............page:437-444
Study of blasting vibration control technology of up and down cross tunnel
YU Jian-xin;CHEN Wei-zhong;YANG Jian-ping;YANG Fan;LI Ming;KUANG Yue-lin;DAI Yong-hao;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;Dongguan Express Development Ltd. Co.;
YU Jian-xin;CHEN Wei-zhong;YANG Jian-ping;YANG Fan;LI Ming;KUANG Yue-lin;DAI Yong-hao;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;Dongguan Express Development Ltd. Co.;
..............page:445-452
Study of distribution law of earth pressure acting on shield tunnel lining based on in-situ data
LI Xue;ZHOU Shun-hua;WANG Pei-xin;LI Xiao-long;The Key Laboratory of Road and Traffic Engineering;Ministry of Education;Tongji University;
LI Xue;ZHOU Shun-hua;WANG Pei-xin;LI Xiao-long;The Key Laboratory of Road and Traffic Engineering;Ministry of Education;Tongji University;
..............page:453-459
Study of reasonable width of full-mechanized top-coal caving with large mining height
KONG De-zhong;WANG Zhao-hui;LI Xiao-meng;WANG Yan-liang;WANG Chuan;Faculty of Resources and Safety Engineering;China University of Mining and Technology;
KONG De-zhong;WANG Zhao-hui;LI Xiao-meng;WANG Yan-liang;WANG Chuan;Faculty of Resources and Safety Engineering;China University of Mining and Technology;
..............page:460-466
Damage analysis of urban metro tunnel under strike-slip fault
ZHAO Ying;GUO En-dong;LIU Zhi;GAO Lin;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;School of Civil Engineering;Northeast Forestry University;
ZHAO Ying;GUO En-dong;LIU Zhi;GAO Lin;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;School of Civil Engineering;Northeast Forestry University;
..............page:467-473
Analysis of impact of surrounding rock post-grouting for large oil cavern on its water seal ability based on fluid-solid coupling
ZHANG Long-yun;ZHANG Qiang-yong;LI Shu-cai;XUE Yi-guo;WANG Zhe-chao;YANG Shang-yang;Research Center of Geotechnical & Structural Engineering;Shandong University;Department of Logistics Security;Shandong University;Department of Physics and Mathematics;Shandong Jiaotong University;
ZHANG Long-yun;ZHANG Qiang-yong;LI Shu-cai;XUE Yi-guo;WANG Zhe-chao;YANG Shang-yang;Research Center of Geotechnical & Structural Engineering;Shandong University;Department of Logistics Security;Shandong University;Department of Physics and Mathematics;Shandong Jiaotong University;
..............page:474-480
Study of spatial effect of excavation face for underground facility and its application
QIAO Li-ping;LIU Jie;LI Shu-cai;WANG Zhe-chao;JIANG Yan-yan;WANG Zi-hao;Research Center of Geotechnical and Structural Engineering;Shandong University;Gaotang County People’s Government Construction Project Bidding Management Office;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
QIAO Li-ping;LIU Jie;LI Shu-cai;WANG Zhe-chao;JIANG Yan-yan;WANG Zi-hao;Research Center of Geotechnical and Structural Engineering;Shandong University;Gaotang County People’s Government Construction Project Bidding Management Office;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:481-487
Anti-seismic stability analysis of entrance and high slope of water tunnel for a nuclear power plant
BAI Guang-bin;ZHAO Jie;YI Jian;Institute of Civil Engineering;Dalian University of Technology;Dalian Municipal Construction Engineering Labor Insurance Management Office;Dalian University R&D Center of Civil Engineering Technology;Dalian University;
BAI Guang-bin;ZHAO Jie;YI Jian;Institute of Civil Engineering;Dalian University of Technology;Dalian Municipal Construction Engineering Labor Insurance Management Office;Dalian University R&D Center of Civil Engineering Technology;Dalian University;
..............page:488-494
Study of time effect on top-down excavation of Shanghai Zhongshan Hospital
WANG Guo-cui;LIANG Zhi-rong;WEI Xiang;Shenyuan Geotechnical Engineering Co.;Ltd.;Shanghai Xiandai Architectural Design Group;
WANG Guo-cui;LIANG Zhi-rong;WEI Xiang;Shenyuan Geotechnical Engineering Co.;Ltd.;Shanghai Xiandai Architectural Design Group;
..............page:495-500
Characteristics of in-situ stress at Mengshan fault and its stability analysis
LI Bing;GUO Qi-liang;WANG Jian-xin;HU Xiu-hong;DING Li-feng;XU Jun-shan;Key Laboratory of Crustal Dynamics;Institute of Crustal Dynamics;China Earthquake Administration;
LI Bing;GUO Qi-liang;WANG Jian-xin;HU Xiu-hong;DING Li-feng;XU Jun-shan;Key Laboratory of Crustal Dynamics;Institute of Crustal Dynamics;China Earthquake Administration;
..............page:501-507
Inversion of rock mass mechanical parameter in underground powerhouse of Baishan pumped storage station
TIAN Ze-run;LI Shou-ju;YU Shen;State Key Laboratory of Structural Analysis for Industrial Equipment;Dalian University of Technology;
TIAN Ze-run;LI Shou-ju;YU Shen;State Key Laboratory of Structural Analysis for Industrial Equipment;Dalian University of Technology;
..............page:508-513
Analysis of effect of anchor on deformation and force of double-row piles
HU He-xiang;SONG Fu-yuan;YOU Xin-hua;MA Qing-song;GUO Heng;Technical Center;China State Construction Engineering Corporation Limited;
HU He-xiang;SONG Fu-yuan;YOU Xin-hua;MA Qing-song;GUO Heng;Technical Center;China State Construction Engineering Corporation Limited;
..............page:514-519+527
Dynamic response and local failure mechanism of division pier under blasting impact load
ZHANG Le;LU Wen-bo;ZHOU Jun-ru;HU Ying-guo;CHEN Ming;YAN Peng;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;
ZHANG Le;LU Wen-bo;ZHOU Jun-ru;HU Ying-guo;CHEN Ming;YAN Peng;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:520-527
Two-stage analysis of responses of bridge pile foundations to adjacent surcharge
FENG Chang-ming;MU Lin-long;SUN Zhi-wei;WANG Yao-zhong;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;CNPC Southeast Asia Pipeline Co.;Ltd.;PetroChina West-East Gas Pipeline Company;
FENG Chang-ming;MU Lin-long;SUN Zhi-wei;WANG Yao-zhong;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;CNPC Southeast Asia Pipeline Co.;Ltd.;PetroChina West-East Gas Pipeline Company;
..............page:528-534
Influences on surface structure induced by shield tunneling in Tianjin soft ground area
JIANG Xiao-ting;LU Ping;ZHENG Gang;CUI Yu-jiao;CUI Tao;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;
JIANG Xiao-ting;LU Ping;ZHENG Gang;CUI Yu-jiao;CUI Tao;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;
..............page:535-542
Dynamic point safety factor analysis method of seismic stability of geosynthetics reinforced soil slope
DONG Shi-jie;WEI Hong-wei;School of Civil Engineering;Central South University;
DONG Shi-jie;WEI Hong-wei;School of Civil Engineering;Central South University;
..............page:543-547+571
Analysis of stress path and deformation-failure mechanism of high cutting loess slope
HOU Xiao-kun;LI Tong-lu;LI Ping;School of Geological Engineering and Surveying;Chang’an University;Key Laboratory for Geo-hazards in Loess Area of Ministry of Land and Resources;Xi’an Center of Geological Survey;China Geological Survey;
HOU Xiao-kun;LI Tong-lu;LI Ping;School of Geological Engineering and Surveying;Chang’an University;Key Laboratory for Geo-hazards in Loess Area of Ministry of Land and Resources;Xi’an Center of Geological Survey;China Geological Survey;
..............page:548-555
2D finite element analyses of effects of plastic dilatancy gradient on T-H-M coupling in porous rock mass
ZHANG Yu-jun;ZHANG Wei-qing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway Tunnel Survey & Design Institute Co.;Ltd.;
ZHANG Yu-jun;ZHANG Wei-qing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway Tunnel Survey & Design Institute Co.;Ltd.;
..............page:556-564
FLAC3D simulation of horizontal displacement and axial force of soil nailing in silty sand soil nailing wall
SHAN Ren-liang;DONG Hong-guo;WEI Long-fei;WEI Wen-kang;Lü Jin-yang;School of Mechanics and Civil Engineering;China University of Mining & Technology;Xinxing Baoxin Construction Corporation;
SHAN Ren-liang;DONG Hong-guo;WEI Long-fei;WEI Wen-kang;Lü Jin-yang;School of Mechanics and Civil Engineering;China University of Mining & Technology;Xinxing Baoxin Construction Corporation;
..............page:565-571
Numerical analysis of grouting-screw pile uplift bearing capacity
WANG Bin;QIAN Jian-gu;CHEN Hong-wei;HUANG Mao-song;HU Yu-yin;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute;Shanghai Construction General Co.;Ltd.;
WANG Bin;QIAN Jian-gu;CHEN Hong-wei;HUANG Mao-song;HU Yu-yin;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute;Shanghai Construction General Co.;Ltd.;
..............page:572-578
Time series forecast of foundation pit deformation based on LSSVM-ARMA model
CAO Jing;DING Wen-yun;ZHAO Dang-shu;SONG Zhi-gang;LIU Hai-ming;Faculty of Civil Engineering and Mechanics;Kunming University of Science and Technology;
CAO Jing;DING Wen-yun;ZHAO Dang-shu;SONG Zhi-gang;LIU Hai-ming;Faculty of Civil Engineering and Mechanics;Kunming University of Science and Technology;
..............page:579-586
Direct shear tests and PFC2D numerical simulation of colluvial mixture
XUE Ya-dong;LIU Zhong-qiang;WU Jian;Key Laboratory of Geotechnical and Underground Engineering of Education Ministry;Tongji University;Department of Geotechnical Engineering;Tongii University;Norwegian Geotechnical Institute;Zhejiang Highway & Water Transportation Engineering Consulting Corporation;
XUE Ya-dong;LIU Zhong-qiang;WU Jian;Key Laboratory of Geotechnical and Underground Engineering of Education Ministry;Tongji University;Department of Geotechnical Engineering;Tongii University;Norwegian Geotechnical Institute;Zhejiang Highway & Water Transportation Engineering Consulting Corporation;
..............page:587-592
Dynamic numerical analysis of liquefiable sand soil foundation reinforced by compacted gravel pile
YANG Ji-hong;DONG Jin-yu;HUANG Zhi-quan;MA Shu-jiang;GENG Yun-sheng;College of Resources and Environment;North China University of Water Resources and Electric Power;The Second Design and Research Institute of Water Conservancy and Hydropower of Hebei Province;
YANG Ji-hong;DONG Jin-yu;HUANG Zhi-quan;MA Shu-jiang;GENG Yun-sheng;College of Resources and Environment;North China University of Water Resources and Electric Power;The Second Design and Research Institute of Water Conservancy and Hydropower of Hebei Province;
..............page:593-599
Mechanism and numerical analysis of effect of air injection on vacuum preloading for weak foundation improvement
TU Hong-zhen;XU Yan-hui;XIE Li-quan;Port and Shipping Management Bureau of Wenzhou;College of Civil Engineering;Tongji University;
TU Hong-zhen;XU Yan-hui;XIE Li-quan;Port and Shipping Management Bureau of Wenzhou;College of Civil Engineering;Tongji University;
..............page:600-606
Analysis and numerical simulation of vacuum well point dewatering test
JIA Xiang-xin;NIE Qing-ke;WANG Ying-hui;LIANG Shu-qi;Hebei Research Institute of Construction and Geotechnical Investigation Co. Ltd.;The Geotechnical Engineering Technology Center of Hebei Province;
JIA Xiang-xin;NIE Qing-ke;WANG Ying-hui;LIANG Shu-qi;Hebei Research Institute of Construction and Geotechnical Investigation Co. Ltd.;The Geotechnical Engineering Technology Center of Hebei Province;
..............page:607-612+618
Numerical simulation for direct shear tests with strain softening constitutive contact elements
ZHENG Li-ning;KANG Jing-wen;XIE Qiang;CHEN Yun;LI Ke-yi;JIA Peng;China Construction Underground Space Co.;Ltd.;China Southwest Geotechnical Investigation & Design Institute Co.;Ltd.;School of Geosciences and Environmental Engineering;Southwest Jiaotong University;
ZHENG Li-ning;KANG Jing-wen;XIE Qiang;CHEN Yun;LI Ke-yi;JIA Peng;China Construction Underground Space Co.;Ltd.;China Southwest Geotechnical Investigation & Design Institute Co.;Ltd.;School of Geosciences and Environmental Engineering;Southwest Jiaotong University;
..............page:613-618
Displacement superposition method of numerical analysis for determining influence of complex metro station construction on deformation of adjacent buildings
XU Bang-shu;DING Wang-tao;LIU Lin-jun;YAN Qin;CHEN Cheng;Research Center of Geotechnical and Structural Engineering;Shandong University;Anhui Institute of Building Research & Design;
XU Bang-shu;DING Wang-tao;LIU Lin-jun;YAN Qin;CHEN Cheng;Research Center of Geotechnical and Structural Engineering;Shandong University;Anhui Institute of Building Research & Design;
..............page:619-625
Study of the coupling model of rock elastoplastic stress-seepage-damage(Ⅰ) :Modelling and its numerical solution procedure
WANG Jun-xiang;JIANG An-nan;SONG Zhan-ping;Institute of Road and Bridge Engineering;Dalian Maritime University;College of Civil Engineering;Xi’an University of Architecture and Technology;
WANG Jun-xiang;JIANG An-nan;SONG Zhan-ping;Institute of Road and Bridge Engineering;Dalian Maritime University;College of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:626-637+644
Research on intelligent identification methods for in-situ stress field base on complex geological body
LI Mao-hui;YANG Zhi-qiang;GAO Qian;ZHAI Shu-hua;WANG You-tuan;School of Civil and Environment Engineering;University of Science and Technology Beijing;Key Laboratory of Ministry of Education for High-Efficient Mining and Safety of Metal Mines;University of Science and Technology Beijing;Jinchuan Group Co.;Ltd.;Beijing Institute of Geology;
LI Mao-hui;YANG Zhi-qiang;GAO Qian;ZHAI Shu-hua;WANG You-tuan;School of Civil and Environment Engineering;University of Science and Technology Beijing;Key Laboratory of Ministry of Education for High-Efficient Mining and Safety of Metal Mines;University of Science and Technology Beijing;Jinchuan Group Co.;Ltd.;Beijing Institute of Geology;
..............page:638-644
Structure effects of random joint network rock mass on seismic response of underground caverns
CUI Zhen;LENG Xian-lun;ZHU Ze-qi;SHENG Qian;PowerChina Huadong Engineering Corporation;Zhejiang HydroChina Itasca R and D Center;School of Civil Engineering;Tianjin University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
CUI Zhen;LENG Xian-lun;ZHU Ze-qi;SHENG Qian;PowerChina Huadong Engineering Corporation;Zhejiang HydroChina Itasca R and D Center;School of Civil Engineering;Tianjin University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:645-652
Stability analysis of three-dimensional bridge abutment slope based on strength reduction method for inhomogeneous slope
HU Song-shan;TONG Shen-jia;LIU Bin-qing;TAN Hua;QIN Runpu;Guangxi Key Laboratory of Road Structure and Materials;Guangxi Transportation Research Institute;Institute of Road Engineering;Guangxi Transportation Research Institute;School of Civil Engineering;Xi’an University of Architecture & Technology;
HU Song-shan;TONG Shen-jia;LIU Bin-qing;TAN Hua;QIN Runpu;Guangxi Key Laboratory of Road Structure and Materials;Guangxi Transportation Research Institute;Institute of Road Engineering;Guangxi Transportation Research Institute;School of Civil Engineering;Xi’an University of Architecture & Technology;
..............page:653-661
Discussion on high-order numerical manifold method based on hexahedron element
LIU Deng-xue;ZHANG You-liang;TAN Fei;ZHANG Li-ren;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LIU Deng-xue;ZHANG You-liang;TAN Fei;ZHANG Li-ren;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:662-666+675
Discrete element simulation analysis of formation mechanism of Xiaonanhai landslide in Chongqing city
SHEN Tong;WANG Yun-sheng;WU Long-ke;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
SHEN Tong;WANG Yun-sheng;WU Long-ke;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:667-675
Finite element simulation of permeable pipe pile driving considering consolidation process
ZHOU Xiao-peng;MEI Guo-xiong;College of Transportation Engineering;Nanjing University of Technology;China Resources Land Co.;Ltd.;
ZHOU Xiao-peng;MEI Guo-xiong;College of Transportation Engineering;Nanjing University of Technology;China Resources Land Co.;Ltd.;
..............page:676-682
Discussion on geophysical methods applied to investigation of coral island and reef
CUI Yong-Sheng;MA Lin;LIU Hong-yue;HUANG Jia-kun;Navy Institute of Engineering Design & Research;Fujian Provincial Institute of Architectural Design & Research;
CUI Yong-Sheng;MA Lin;LIU Hong-yue;HUANG Jia-kun;Navy Institute of Engineering Design & Research;Fujian Provincial Institute of Architectural Design & Research;
..............page:683-689
Surveying hidden dangers in soil above vault lining of metro
ZHONG Shi-hang;LIU Chuan-xin;FAN peng-ju;WANG Rong;WANG Ze-feng;China Academy of Railway Sciences;Beijing H.E.M.E New-Tech Development Co.;Ltd.;Jiangsu Transportation Institute;Co.;Ltd.;
ZHONG Shi-hang;LIU Chuan-xin;FAN peng-ju;WANG Rong;WANG Ze-feng;China Academy of Railway Sciences;Beijing H.E.M.E New-Tech Development Co.;Ltd.;Jiangsu Transportation Institute;Co.;Ltd.;
..............page:690-694
Model experiment study of pipe pile driving into soil using FBG-BOTDA sensing monitoring technology
ZHU You-qun;Zhu Hong-hu;SUN Yi-jie;SHI Bin;School of Earth Science and Engineering Nanjing University;Wuxi Landscape City Planning and Construction Bureau;
ZHU You-qun;Zhu Hong-hu;SUN Yi-jie;SHI Bin;School of Earth Science and Engineering Nanjing University;Wuxi Landscape City Planning and Construction Bureau;
..............page:695-702
..............page:703