1000-7598
2015 Issue S2
Experimental study of instability destruction and crack propagation characteristics of slab failure model specimen
ZHOU Hui;XU Rong-chao;LU Jing-jing;ZHANG Qi-feng;ZHANG Chuan-qing;MENG Fan-zhen;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Zhejiang Huadong Construction Co.;Ltd.;
ZHOU Hui;XU Rong-chao;LU Jing-jing;ZHANG Qi-feng;ZHANG Chuan-qing;MENG Fan-zhen;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Zhejiang Huadong Construction Co.;Ltd.;
..............page:1-11
Research on shear damage properties of salt rock under compression-shear state
JIANG Zai-wen;WANG Lei;JIANG De-yi;CHEN Jie;FAN Jin-yang;ZHANG Jun-wei;LI Lin;State Key Laboratory for the Coal Mine Disaster Dynamics and Controls;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
JIANG Zai-wen;WANG Lei;JIANG De-yi;CHEN Jie;FAN Jin-yang;ZHANG Jun-wei;LI Lin;State Key Laboratory for the Coal Mine Disaster Dynamics and Controls;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:12-20
Numerical simulation method of bank collapse based on theory of critical slip field
JIANG Ze-feng;ZHU Da-yong;SHEN Yin-bin;WANG Xiao-jin;School of Civil and Hydraulic Engineering;Hefei University of Technology;Anhui Provincial Key Laboratory of Civil Engineering and Materials;Hefei University of Technology;
JIANG Ze-feng;ZHU Da-yong;SHEN Yin-bin;WANG Xiao-jin;School of Civil and Hydraulic Engineering;Hefei University of Technology;Anhui Provincial Key Laboratory of Civil Engineering and Materials;Hefei University of Technology;
..............page:21-28
Meso-research on mechanical properties of rock mass affected by joint connectivity rate
ZHOU Yu;ZHANG Huai-jing;WU Shun-chuan;GAO Yong-tao;SUN Hao;YE Qiang;LI Jiang;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;University of Science and Technology Beijing;School of Civil and Transportation Engineering;Beijing University of Civil Engineering and Architecture;School of Engineering;University of Kansas;
ZHOU Yu;ZHANG Huai-jing;WU Shun-chuan;GAO Yong-tao;SUN Hao;YE Qiang;LI Jiang;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;University of Science and Technology Beijing;School of Civil and Transportation Engineering;Beijing University of Civil Engineering and Architecture;School of Engineering;University of Kansas;
..............page:29-36
Prediction parameter of water dynamics coupled with displacement and evaluation method of debris landslide
HE Ke-qiang;YANG De-bing;GUO Lu;LI Jing;Engineering Technique Research Center of Geo-Environment and Impact;Qingdao Technological University;Geotechnical Engineering Office;China National Petroleum Investigation and Design and Survey Institute in East China;
HE Ke-qiang;YANG De-bing;GUO Lu;LI Jing;Engineering Technique Research Center of Geo-Environment and Impact;Qingdao Technological University;Geotechnical Engineering Office;China National Petroleum Investigation and Design and Survey Institute in East China;
..............page:37-46
Slope stability analysis based on technology of continuum-discrete coupling
YAN Qiong;WU Shun-chuan;ZHOU Yu;ZHANG Duo;SONG Wei-chao;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mines;University of Science and Technology Beijing;
YAN Qiong;WU Shun-chuan;ZHOU Yu;ZHANG Duo;SONG Wei-chao;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mines;University of Science and Technology Beijing;
..............page:47-56
di xia gong cheng she ji shi gong shou ce
xia ming yao ; zeng jin lun ;
xia ming yao ; zeng jin lun ;
..............page:56
Decoupling approach to solving multicomponent reactive transport model in heterogeneous domain
HUO Ji-xiang;SONG Han-zhou;College of Earth Sciences and Engineering;Hohai University;
HUO Ji-xiang;SONG Han-zhou;College of Earth Sciences and Engineering;Hohai University;
..............page:57-63
Study of durability of reactive magnesia-activated ground granulated blast-furnace slag stabilized soil attacked by sulfate sodium solution
YU Bo-wei;DU Yan-jun;LIU Chen-yang;BO Yu-lin;Institute of Geotechnical Engineering;Southeast University;
YU Bo-wei;DU Yan-jun;LIU Chen-yang;BO Yu-lin;Institute of Geotechnical Engineering;Southeast University;
..............page:64-72
Anisotropic rheological properties of quartz-mica schist under triaxial compression creep test
XIAO Ming-li;ZHUO Li;XIE Hong-qiang;HE Jiang-da;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resources & Hydropower;Sichuan University;
XIAO Ming-li;ZHUO Li;XIE Hong-qiang;HE Jiang-da;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resources & Hydropower;Sichuan University;
..............page:73-80
Theoretical and experimental study of particle size effect of direct shear mechanical properties of soil
FENG De-luan;FANG Ying-guang;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;
FENG De-luan;FANG Ying-guang;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;
..............page:81-88
Research on seepage characteristics theory of grouted reinforced area of underwater round tunnel
WU Zu-song;LIANG Bo;WANG Yuan-qing;XU Lin-sheng;LIU Xin-rong;WANG Yu;International College;Chongqing Jiaotong University;Civil Engineering and Architecture School;Chongqing Jiaotong University;The 5th Engineering Co.;Ltd.;11th Engineering Bureau of China Railway;Department of Civil Engineering;Chongqing University;
WU Zu-song;LIANG Bo;WANG Yuan-qing;XU Lin-sheng;LIU Xin-rong;WANG Yu;International College;Chongqing Jiaotong University;Civil Engineering and Architecture School;Chongqing Jiaotong University;The 5th Engineering Co.;Ltd.;11th Engineering Bureau of China Railway;Department of Civil Engineering;Chongqing University;
..............page:89-94
Polygon characterization of coarse aggregate and two-dimensional combined finite discrete element method analysis
YAN Cheng-zeng;ZHENG Hong;SUN Guan-hua;GE Xiu-run;College of Architecture and Civil Engineering;Beijing University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
YAN Cheng-zeng;ZHENG Hong;SUN Guan-hua;GE Xiu-run;College of Architecture and Civil Engineering;Beijing University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:95-103
Distribution model and localization features of rock fissures over combustion space area of underground coal fire
WANG Shao-feng;LI Xi-bing;WANG De-ming;LI Qi-yue;School of Resources and Safety Engineering;Central South University;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
WANG Shao-feng;LI Xi-bing;WANG De-ming;LI Qi-yue;School of Resources and Safety Engineering;Central South University;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
..............page:104-110
Research on influence of soaking on microstructure and mechanical behavior of Q2 loess
FANG Xiang-wei;OU Yi-xi;LI Chun-hai;LI Jie;SHEN Chun-ni;Department of Civil Engineering;Logistical Engineering University;The Fourth Engineering Research Institute of General Staff;School of Civil Engineering and Architecture;Chongqing University of Science and Technology;
FANG Xiang-wei;OU Yi-xi;LI Chun-hai;LI Jie;SHEN Chun-ni;Department of Civil Engineering;Logistical Engineering University;The Fourth Engineering Research Institute of General Staff;School of Civil Engineering and Architecture;Chongqing University of Science and Technology;
..............page:111-117
Study of surrounding rock pressure calculation of deep super-span underground structures
LIU Yang-peng;HE Shao-hui;WANG Da-hai;LI Dan-yu;School of Civil Engineering;Beijing Jiaotong University;
LIU Yang-peng;HE Shao-hui;WANG Da-hai;LI Dan-yu;School of Civil Engineering;Beijing Jiaotong University;
..............page:118-124
Initiation pressure models for supercritical CO2 fracturing and sensitivity analysis
CHEN Li-qiang;TIAN Shou-ceng;LI Gen-sheng;FAN Xin;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;
CHEN Li-qiang;TIAN Shou-ceng;LI Gen-sheng;FAN Xin;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;
..............page:125-131
A modified Nishihara model based on fractional calculus theory and its parameter intelligent identification
XU Guo-wen;HE Chuan;HU Xiong-yu;WANG Shi-min;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;Southwest Jiaotong University;
XU Guo-wen;HE Chuan;HU Xiong-yu;WANG Shi-min;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;Southwest Jiaotong University;
..............page:132-138+147
Influences of interface inclination on mechanical properties of composite bedded physical model material
WANG Bing-wu;LI Yin-ping;YANG Chun-he;LIU Wei;ZHANG Gui-min;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory for Geomechanicis Deep Underground Engineering;China University of Mining and Technology;
WANG Bing-wu;LI Yin-ping;YANG Chun-he;LIU Wei;ZHANG Gui-min;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory for Geomechanicis Deep Underground Engineering;China University of Mining and Technology;
..............page:139-147
Research on mechanical response of soft clay under cyclic loading involving principal stress rotation
DENG Peng;GUO Lin;CAI Yuan-qiang;WANG Jun;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Engineering and Architecture;Wenzhou University;
DENG Peng;GUO Lin;CAI Yuan-qiang;WANG Jun;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Engineering and Architecture;Wenzhou University;
..............page:148-156
An experimental study of shear yield characteristics of structured granite residual soil
ZHOU Xiao-wen;LIU Pan;HU Li-ming;HE Yong-bin;ZHAO Shi-wei;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;School of Hydraulic and Civil Engineering;Tsinghua University;
ZHOU Xiao-wen;LIU Pan;HU Li-ming;HE Yong-bin;ZHAO Shi-wei;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;School of Hydraulic and Civil Engineering;Tsinghua University;
..............page:157-163
Research on stress dispersion of low embankment on soft foundation with hard crust under traffic loads
WANG Hua;LU Zheng;YAO Hai-lin;HU Zhi;DONG Qi-peng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Zhejiang Design Institute of Water Conservancy and Hydroelectric Power;
WANG Hua;LU Zheng;YAO Hai-lin;HU Zhi;DONG Qi-peng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Zhejiang Design Institute of Water Conservancy and Hydroelectric Power;
..............page:164-170+177
Discussion on rock damage mechanical model based on impact factor modification
WANG Kang;LIU You-rong;HU Zheng;NIU Chao-ying;WEN Tao;Faculty of Engineering;China University of Geosciences;
WANG Kang;LIU You-rong;HU Zheng;NIU Chao-ying;WEN Tao;Faculty of Engineering;China University of Geosciences;
..............page:171-177
Pile diameter optimization analysis method of piled raft foundation based on minimization of differential settlements
WANG Wei;YANG Min;SHANGGUAN Shi-qing;Shanghai Tongji Qimstar Science & development Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;
WANG Wei;YANG Min;SHANGGUAN Shi-qing;Shanghai Tongji Qimstar Science & development Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;
..............page:178-184
Research on inversion of energy efficiency and compacted and affected scope of dynamic compaction
WEN Si-qiang;LI Yun-peng;MA Kang;College of Mechanical and Transportation Engineering;China University of Petroleum;
WEN Si-qiang;LI Yun-peng;MA Kang;College of Mechanical and Transportation Engineering;China University of Petroleum;
..............page:185-192
An experimental study of shear strength characteristics of structural plane of bedding rock slope
WANG Zhi-de;XIA Yuan-you;XIA Guo-bang;LI Jing-dong;CHEN Dong;School of Civil Engineering and Architecture;Wuhan University of Technology;Yunnan Highway Development & Investment Co.;Ltd.;School of Architectural Engineering;Yunnan Jiaotong College;
WANG Zhi-de;XIA Yuan-you;XIA Guo-bang;LI Jing-dong;CHEN Dong;School of Civil Engineering and Architecture;Wuhan University of Technology;Yunnan Highway Development & Investment Co.;Ltd.;School of Architectural Engineering;Yunnan Jiaotong College;
..............page:193-200
Study of occurrence mechanism and risk analysis of induced rockburst in roadway
LIU Ye;JING Fu-xing;FENG Yu;School of Civil and Environmental Engineering;University of Science & Technology Beijing;
LIU Ye;JING Fu-xing;FENG Yu;School of Civil and Environmental Engineering;University of Science & Technology Beijing;
..............page:201-207+220
Experimental study of effects of fracture type on strength characteristics and failure modes of fractured rockmass
LIU Xue-wei;LIU Quan-sheng;CHEN Yuan;LI Qiang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan Jing Li Engineering Design Consulting Co.;Ltd.;Mid-South Design and Research Institute;China Hydropower Engineering Consulting Group Co.;Ltd.;
LIU Xue-wei;LIU Quan-sheng;CHEN Yuan;LI Qiang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan Jing Li Engineering Design Consulting Co.;Ltd.;Mid-South Design and Research Institute;China Hydropower Engineering Consulting Group Co.;Ltd.;
..............page:208-214
An improvement on Cam-clay model and modified Cam-clay model for intact soil
LI Shun-qun;ZHANG Jian-wei;XIA Jin-hong;School of Civil Engineering;Henan University;Department of Civil Engineering and Architecture;Xinxiang University;
LI Shun-qun;ZHANG Jian-wei;XIA Jin-hong;School of Civil Engineering;Henan University;Department of Civil Engineering and Architecture;Xinxiang University;
..............page:215-220
Model test study of stress and deformation of chair-shaped pile retaining structure on soft-rock steep slope
BAI Hao;WANG Wu-bin;LIAO Zhi-yong;LIU Bao;SU Qian;Sichuan Expressway Construction & Development Corporation;School of Civil Engineering;Southwest Jiaotong University;
BAI Hao;WANG Wu-bin;LIAO Zhi-yong;LIU Bao;SU Qian;Sichuan Expressway Construction & Development Corporation;School of Civil Engineering;Southwest Jiaotong University;
..............page:221-228
An experimental study of energy mechanism of sandstone with different moisture contents
LI Tian-bin;CHEN Zi-quan;CHEN Guo-qing;MA Chun-chi;TANG Ou-ling;WANG Min-jie;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
LI Tian-bin;CHEN Zi-quan;CHEN Guo-qing;MA Chun-chi;TANG Ou-ling;WANG Min-jie;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:229-236
Ultralow permeability measurements with periodic oscillation method
WANG Xiao-qiong;GE Hong-kui;CHEN Hai-chao;Unconventional Natural Gas Research Institute;China University of Petroleum;
WANG Xiao-qiong;GE Hong-kui;CHEN Hai-chao;Unconventional Natural Gas Research Institute;China University of Petroleum;
..............page:237-244
Impact factors and influence law of joint overriding and cutting off coupling effect
TAN Xun;JI Feng;PEI Xiang-jun;HUANG Jiang;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Jiangxi Provincial Architectural Design and Research General Institute;
TAN Xun;JI Feng;PEI Xiang-jun;HUANG Jiang;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Jiangxi Provincial Architectural Design and Research General Institute;
..............page:245-251+258
Experimental research on anti-seepage effect of new embankment structure of lateral-constraint and seepage control
NIU Ya-qiang;WANG Xu;ZHENG Jing;JIANG Dai-jun;LIU De-ren;JIANG Peng-cheng;School of Civil Engineering;Lanzhou Jiaotong University;Northwest Research Insititute Co.;Ltd.;Guangzhou Railway Group Co.;Ltd.;
NIU Ya-qiang;WANG Xu;ZHENG Jing;JIANG Dai-jun;LIU De-ren;JIANG Peng-cheng;School of Civil Engineering;Lanzhou Jiaotong University;Northwest Research Insititute Co.;Ltd.;Guangzhou Railway Group Co.;Ltd.;
..............page:252-258
Analysis of deformation failure characteristics and energy of anthracite under two kinds of stress paths
WANG Kai;ZHENG Ji-yu;ZHU Kui-sheng;Faculty of Resources and Safety Engineering;China University of Mining and Technology;School of Civil Engineering;Henan Institute of Engineering;
WANG Kai;ZHENG Ji-yu;ZHU Kui-sheng;Faculty of Resources and Safety Engineering;China University of Mining and Technology;School of Civil Engineering;Henan Institute of Engineering;
..............page:259-266
Experimental study and numerical simulation on additional stress distribution of foundation adjacent to slopes
XU Xi-chang;CHEN Shan-xiong;JIANG Ling-fa;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
XU Xi-chang;CHEN Shan-xiong;JIANG Ling-fa;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:267-273
Study of corrosion characters of red-bed soft rock containing saline deposit in Chengdu
QIU En-xi;KANG Jing-wen;ZHENG Li-ning;GUO Yong-chun;HE Jian-jun;School of Civil Engineering;Southwest Jiaotong University;China Railway Eryuan Engineering Group Co.;Ltd.;China Southwest Geotechnical Investigation & Design Institute Co.;Ltd.;China Construction Underground Space Co.;Ltd.;
QIU En-xi;KANG Jing-wen;ZHENG Li-ning;GUO Yong-chun;HE Jian-jun;School of Civil Engineering;Southwest Jiaotong University;China Railway Eryuan Engineering Group Co.;Ltd.;China Southwest Geotechnical Investigation & Design Institute Co.;Ltd.;China Construction Underground Space Co.;Ltd.;
..............page:274-280
Research on impact of tunnel engineering factors on groundwater environment
LIU Zhi-chun;WANG Meng-shu;School of Civil Engineering;Beijing Jiaotong University;School of Civil Engineering;Shijiazhuang Tiedao University;
LIU Zhi-chun;WANG Meng-shu;School of Civil Engineering;Beijing Jiaotong University;School of Civil Engineering;Shijiazhuang Tiedao University;
..............page:281-288
Study of comprehensive coefficient of shaft/tip resistance for rock-socketed piles
WANG Wei-dong;WU Jiang-bin;WANG Xiang-jun;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute Co.Ltd;
WANG Wei-dong;WU Jiang-bin;WANG Xiang-jun;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute Co.Ltd;
..............page:289-295
Study of relationship between maximum collapsing depth and neutral point position of pile foundation in collapsible loess ground
HUANG Xue-feng;YANG Xiao-hui;YIN He;LIU Zi-long;ZHOU Jun-peng;Department of Architectural Engineering;Logistical Engineering University of PLA;School of Civil Engineering;Lanzhou University of Technology;
HUANG Xue-feng;YANG Xiao-hui;YIN He;LIU Zi-long;ZHOU Jun-peng;Department of Architectural Engineering;Logistical Engineering University of PLA;School of Civil Engineering;Lanzhou University of Technology;
..............page:296-302
Dynamic response of single pile-raft composite foundation influenced by different waveforms
GU Hong-wei;KONG Gang-qiang;LIU Han-long;SUN Guang-chao;Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education;Hohai University;College of Civil and Transportation Engineering;Hohai University;College of Civil Engineering;Chongqing University;
GU Hong-wei;KONG Gang-qiang;LIU Han-long;SUN Guang-chao;Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education;Hohai University;College of Civil and Transportation Engineering;Hohai University;College of Civil Engineering;Chongqing University;
..............page:303-309
A variational method for computing of active earth pressure under general conditions
CHEN Jian-gong;XU Xiao-he;ZHANG Hai-quan;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
CHEN Jian-gong;XU Xiao-he;ZHANG Hai-quan;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
..............page:310-314
An experimental study of seepage properties of geosynthetic clay liner with defects
SHENG Jin-chang;BAI Ke-han;YANG Xu;ZHENG Zhong-wei;ZHAN Mei-li;SUN Yong-jun;YANG Hui;College of Water Conservancy And Hydropower Engineering;Hohai University;Huzhou Wuxing Drainage Station;Tianjin Hydraulic Research Institute;
SHENG Jin-chang;BAI Ke-han;YANG Xu;ZHENG Zhong-wei;ZHAN Mei-li;SUN Yong-jun;YANG Hui;College of Water Conservancy And Hydropower Engineering;Hohai University;Huzhou Wuxing Drainage Station;Tianjin Hydraulic Research Institute;
..............page:315-320
A load transfer method for analyzing side-grouting uplift piles based on pile tests
WANG Xiang-jun;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute Co.Ltd.;
WANG Xiang-jun;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute Co.Ltd.;
..............page:321-326
Research on dip angle of sliding surface of wedge model in shield tunneling
ZHU Jian-ming;LIN Qing-tao;KANG Yao;College of Civil Engineering;North China University of Technology;
ZHU Jian-ming;LIN Qing-tao;KANG Yao;College of Civil Engineering;North China University of Technology;
..............page:327-332
Effect of working face length and advancing speed on strata behaviors in high-intensity mining
YANG Jing-hu;SUN Shao-long;KONG De-zhong;School of Resources and Safety Engineering;China University of Mining and Technology;
YANG Jing-hu;SUN Shao-long;KONG De-zhong;School of Resources and Safety Engineering;China University of Mining and Technology;
..............page:333-339+350
Effect of parameters of three-phase unsaturated soils on wave propagation
XU Chang-jie;XU Liang-ying;YANG Yuan-ye;School of Civil Engineering and Architecture;East China Jiaotong University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Hangzhou New Eastern City Construction and Investment Co.;Ltd.;
XU Chang-jie;XU Liang-ying;YANG Yuan-ye;School of Civil Engineering and Architecture;East China Jiaotong University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Hangzhou New Eastern City Construction and Investment Co.;Ltd.;
..............page:340-344
Experimental research on migrating characteristics of Sr and U in nonhomogeneous aquifer
CAI Guo-jun;YU Xiu-jing;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
CAI Guo-jun;YU Xiu-jing;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:345-350
Research on influence of freeze-thaw cycles on static strength of lime-treated silty clay
ZHAN Gao-feng;ZHANG Qun;ZHU Fu;DONG Wei-zhi;College of Transportation Science and Engineering;Jilin Jianzhu University;
ZHAN Gao-feng;ZHANG Qun;ZHU Fu;DONG Wei-zhi;College of Transportation Science and Engineering;Jilin Jianzhu University;
..............page:351-356
Mechanical response of pile-soil interactions of X-section cast-in-place concrete piles to cross-sectional shape
Lü Ya-ru;DING Xuan-ming;LIU Han-long;LIU Yi;State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact;PLA University of Science and Technology;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil Engineering;Chongqing University;Engineer Academy of People’s Liberation Army;Department of Road and Bridge;
Lü Ya-ru;DING Xuan-ming;LIU Han-long;LIU Yi;State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact;PLA University of Science and Technology;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil Engineering;Chongqing University;Engineer Academy of People’s Liberation Army;Department of Road and Bridge;
..............page:357-364
Study of sandstone creep characteristics under stepwise loading pore water pressures
YANG Hong-wei;XU Jiang;PENG Shou-jian;NIE Wen;Institute of Mining Enginering;Yibin University;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;
YANG Hong-wei;XU Jiang;PENG Shou-jian;NIE Wen;Institute of Mining Enginering;Yibin University;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;
..............page:365-370
Analyses of load transfer mechanism of single piles considering vertical shearing effect
LI Ping;Lü Ya-ru;LIU Han-long;DING Xuan-ming;School of Civil and Transportation Engineering;Hohai University;State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact;PLA University of Science and Technology;College of Civil Engineering;Chongqing University;
LI Ping;Lü Ya-ru;LIU Han-long;DING Xuan-ming;School of Civil and Transportation Engineering;Hohai University;State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact;PLA University of Science and Technology;College of Civil Engineering;Chongqing University;
..............page:371-376
Analysis of response of pile vertical bearing capacity to short-term climatic anomaly in permafrost regions
GUO Chun-xiang;WU Ya-ping;JIANG Dai-jun;School of Civil Engineering;Lanzhou Jiaotong University;
GUO Chun-xiang;WU Ya-ping;JIANG Dai-jun;School of Civil Engineering;Lanzhou Jiaotong University;
..............page:377-382
In-situ shear tests on base material soil-rock interface in ecological slope protection system
DING Yu;YANG Qi;XIA Zhen-yao;XU Wen-nian;Engineering Research Center of Eco-environment in Three Gorges Reservoir Region of Ministry of Education;China Three Gorges University;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area of Hubei Province;China Three Gorges University;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;Guiyang Engineering Corporation Limitied of Power China;
DING Yu;YANG Qi;XIA Zhen-yao;XU Wen-nian;Engineering Research Center of Eco-environment in Three Gorges Reservoir Region of Ministry of Education;China Three Gorges University;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area of Hubei Province;China Three Gorges University;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;Guiyang Engineering Corporation Limitied of Power China;
..............page:383-388
Assessment of design methods for axial bearing capacity of driven piles in clay
SU Shi-ding;YANG Zhong-xuan;GUO Wang-bo;College of Civil Engineering and Architecture;Zhejiang University;
SU Shi-ding;YANG Zhong-xuan;GUO Wang-bo;College of Civil Engineering and Architecture;Zhejiang University;
..............page:389-393
Study of additional stress dispersion effect on PTC pile composite foundation
LANG Rui-qing;SUN Li-qiang;YAN Shu-wang;LIN Shu;CHEN Hao;REN Yu-xiao;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
LANG Rui-qing;SUN Li-qiang;YAN Shu-wang;LIN Shu;CHEN Hao;REN Yu-xiao;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
..............page:394-400
Analytical solution of earth pressure on supporting structure of deep foundation pit considering arching effects
LI Dong;ZHANG Qi-chang;JIN Gang;WANG Jing;Department of Mechanics;Tianjin University;
LI Dong;ZHANG Qi-chang;JIN Gang;WANG Jing;Department of Mechanics;Tianjin University;
..............page:401-405
A modified Geddes’ s method for estimating settlement of pile foundation considering influences of pile diameter and distribution pattern of shaft resistance
ZHANG Yu;WU Jiang-bin;CAI Yong-cang;Department of Geotechnical Engineering;Tongji University;Department of Underground Structure & Geotechnical Engineering;East China Architectural Design & Research Institute Co.;Ltd.;
ZHANG Yu;WU Jiang-bin;CAI Yong-cang;Department of Geotechnical Engineering;Tongji University;Department of Underground Structure & Geotechnical Engineering;East China Architectural Design & Research Institute Co.;Ltd.;
..............page:406-412
Experimental study of compactness fast testing of filling embankment based on wave-electricity coupled method
WANG Kui;ZHAO Ming-jie;SUN Xiao;Key Laboratory on Hydraulic and Waterway Engineering of Ministry of Education;Chongqing Jiaotong University;
WANG Kui;ZHAO Ming-jie;SUN Xiao;Key Laboratory on Hydraulic and Waterway Engineering of Ministry of Education;Chongqing Jiaotong University;
..............page:413-418
Experimental study of pile group in sand under compressive and tensile loadings
GAO Zhi-yao;ZHAO Peng;QI Ming-zhu;LI Jin-hui;SU Dong;College of Civil Engineering;Shenzhen University;Central and Southem China Municipal Engineering Design & Research Institute Co.;Ltd.;China Merchants Shekou Industrial Zone Co.;Ltd.;Harbin Institute of Technology Shenzhen Graduate School;
GAO Zhi-yao;ZHAO Peng;QI Ming-zhu;LI Jin-hui;SU Dong;College of Civil Engineering;Shenzhen University;Central and Southem China Municipal Engineering Design & Research Institute Co.;Ltd.;China Merchants Shekou Industrial Zone Co.;Ltd.;Harbin Institute of Technology Shenzhen Graduate School;
..............page:419-423
Instability analysis of soft surrounding rock in shallow tunnel portal under unsymmetrical pressure by catastrophe theory
ZUO Qing-jun;WU Li;LU Zhong-le;TAN Yun-zhi;YUAN Qing;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;Faculty of Engineering;China University of Geosciences;
ZUO Qing-jun;WU Li;LU Zhong-le;TAN Yun-zhi;YUAN Qing;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;Faculty of Engineering;China University of Geosciences;
..............page:424-430
Stability study of landslide based on dynamic evolution of sliding surface strength parameter
ZHU Lei;HUAN Run-qiu;WANG Xiao-qun;NIE De-xin;State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection;Chengdu University of Technology;
ZHU Lei;HUAN Run-qiu;WANG Xiao-qun;NIE De-xin;State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection;Chengdu University of Technology;
..............page:431-438
Analysis of seismic damage and mechanism of general section of highway tunnel in Wenchuan earthquake
CUI Guang-yao;LIU Wei-dong;NI Song-zhi;WANG Ming-nian;LIN Guo-jin;School of Civil Engineering;North China University of Technology;School of Civil Engineering;Southwest Jiaotong University;Highway Planning;Survey;Design and Research Institute;Sichuan Provincial Communications Department;
CUI Guang-yao;LIU Wei-dong;NI Song-zhi;WANG Ming-nian;LIN Guo-jin;School of Civil Engineering;North China University of Technology;School of Civil Engineering;Southwest Jiaotong University;Highway Planning;Survey;Design and Research Institute;Sichuan Provincial Communications Department;
..............page:439-446
An analytical method for pile displacements and internal forces of foundation pit braced with row of piles and its application
XIAO Rong-jun;HE Guang;SHI Hong-yan;Guangdong Foshan Geology Bureau;Faculty of Civil and Transportation Engineering;Guangdong University of Technology;
XIAO Rong-jun;HE Guang;SHI Hong-yan;Guangdong Foshan Geology Bureau;Faculty of Civil and Transportation Engineering;Guangdong University of Technology;
..............page:459-468
Seepage analysis and control of asphalt core dam of Aqing hydropower station
ZHOU Qing;WANG Xiao-dong;WU Meng-xi;China Power Construction Group Chengdu Survey and Design Institute Limited;Institute of Mechanics;Chinese Academy of Sciences;
ZHOU Qing;WANG Xiao-dong;WU Meng-xi;China Power Construction Group Chengdu Survey and Design Institute Limited;Institute of Mechanics;Chinese Academy of Sciences;
..............page:469-477
Experimental study of bearing capacity of island permafrost pile foundation before and after refreezing in low altitude and high latitude area
YU De-zhong;CHENG Pei-feng;JI Cheng;CUI Zhi-gang;School of Civil Engineering;Northeast Forestry University;Daqing Oil Field and Bridge Engineering Construction Co.;Ltd.;
YU De-zhong;CHENG Pei-feng;JI Cheng;CUI Zhi-gang;School of Civil Engineering;Northeast Forestry University;Daqing Oil Field and Bridge Engineering Construction Co.;Ltd.;
..............page:478-484
Analysis of deformation monitoring of high gravelly soil corewall rockfill dam on thick overburden layer
FENG Rui;HE Yun-long;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;
FENG Rui;HE Yun-long;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;
..............page:485-491+506
Brine erosion effect on strength of cement improved soils and its numerical simulation
TAN Yun-zhi;HU Mo-zhen;YANG Ai-wu;WU Pian;Key Laboratory of Soft Soil Characteristics and Engineering Environment of Tianjin;Tianjin Urban Construction University;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;
TAN Yun-zhi;HU Mo-zhen;YANG Ai-wu;WU Pian;Key Laboratory of Soft Soil Characteristics and Engineering Environment of Tianjin;Tianjin Urban Construction University;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;
..............page:492-498
Study of sections strain of undersea immersed tube tunnel based on optical fiber grating technology
WEI Gang;SU Qin-wei;XING Jian-jian;DING Zhi;Department of Civil Engineering;Zhejiang University City College;College of Civil Engineering and Architecture;Zhejiang University;
WEI Gang;SU Qin-wei;XING Jian-jian;DING Zhi;Department of Civil Engineering;Zhejiang University City College;College of Civil Engineering and Architecture;Zhejiang University;
..............page:499-506
Buckling stability analysis of pile foundation for excavation beneath the basement of existing building
SHAN Hua-feng;XIA Tang-dai;HU Jun-hua;YU Feng;QIU Hao-miao;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Research Center of Costal and Urban Geotechnical Engineering;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
SHAN Hua-feng;XIA Tang-dai;HU Jun-hua;YU Feng;QIU Hao-miao;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Research Center of Costal and Urban Geotechnical Engineering;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
..............page:507-512
Study of large-span underground engineering supporting structure
XIAO Cong-miao;ZHANG Ding-li;ZHU Huan-chun;ZHANG Cheng-ping;School of Civil Engineering;Beijing Jiaotong University;The Second Artillery Engineering Design and Research Institute;Itasca Wuhan Consulting China Co.;Ltd.;
XIAO Cong-miao;ZHANG Ding-li;ZHU Huan-chun;ZHANG Cheng-ping;School of Civil Engineering;Beijing Jiaotong University;The Second Artillery Engineering Design and Research Institute;Itasca Wuhan Consulting China Co.;Ltd.;
..............page:513-518+524
Stability research on Guocun goaf area at Middle Route Project of South-to-North water diversion
LIU Han-dong;ZHU Hua;HUANG Yin-wei;Henan Key Laboratory of Geomechanics and Structure Engineering;North China University of Water Resources and Hydroelectric Power;Zhejiang Huadong Construction Engineering Co.;Ltd.;
LIU Han-dong;ZHU Hua;HUANG Yin-wei;Henan Key Laboratory of Geomechanics and Structure Engineering;North China University of Water Resources and Hydroelectric Power;Zhejiang Huadong Construction Engineering Co.;Ltd.;
..............page:519-524
Model test of impact roller compaction for dry sand
CHEN Zhong-qing;XU Chao;Lü Yue;School of Civil Engineering;Shaoxing University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
CHEN Zhong-qing;XU Chao;Lü Yue;School of Civil Engineering;Shaoxing University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:525-531
Study of calculation method of retrogressive landslide thrust
TAN Fu-lin;HU Xin-li;ZHANG Yu-ming;XU Cong;LI Rui;Faculty of Engineering;China University of Geosciences;
TAN Fu-lin;HU Xin-li;ZHANG Yu-ming;XU Cong;LI Rui;Faculty of Engineering;China University of Geosciences;
..............page:532-538
Experiment study of deformation characteristics of broken rock mass under dam foundation at left bank of Xiangjiaba hydropower project
FENG Shu-rong;JIANG Zhong-ming;ZHONG Hui-ya;ZHAO Hai-bin;ZENG Xiang-xi;Hunan Provincial Key Laboratory of Key Technology on Hydropower Development;Power China Zhongnan Engineering Co.;Ltd.;School of Hydraulic Engineering;Changsha University of Science & Technology;
FENG Shu-rong;JIANG Zhong-ming;ZHONG Hui-ya;ZHAO Hai-bin;ZENG Xiang-xi;Hunan Provincial Key Laboratory of Key Technology on Hydropower Development;Power China Zhongnan Engineering Co.;Ltd.;School of Hydraulic Engineering;Changsha University of Science & Technology;
..............page:539-544
Research on influence of rainfall infiltration on slate slope stability and reinforcement measures
QIAO Lan;JIANG Bo;PANG Lin-xiang;CUI Ming;School of Civil and Environmental Engineering;University of Science and Technology Beijing;North China Power Engineering Co.;Ltd.;China Power Engineering Consulting Group;The First Team of the No.1 General Team;Armed Police Hydropower Troops;
QIAO Lan;JIANG Bo;PANG Lin-xiang;CUI Ming;School of Civil and Environmental Engineering;University of Science and Technology Beijing;North China Power Engineering Co.;Ltd.;China Power Engineering Consulting Group;The First Team of the No.1 General Team;Armed Police Hydropower Troops;
..............page:545-550
Field test on behaviours of marine soft soil foundation treated with plastic drainage plate and sand column combined with surcharge preloading
JIANG Jian-qing;CAO Guo-hui;LIU Re-qiang;School of Civil Engineering;Hunan City University;Guangdong Provincial Architectural Engineering Machinery Construction Co.;Ltd.;
JIANG Jian-qing;CAO Guo-hui;LIU Re-qiang;School of Civil Engineering;Hunan City University;Guangdong Provincial Architectural Engineering Machinery Construction Co.;Ltd.;
..............page:551-558
Analysis and engineering case of super-long pile refused hammer in offshore oil platform
YAN Shu-wang;LI Jia;JIA Zhao-lin;SUN Li-qiang;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;School of Civil Engineering;Tianjin University;
YAN Shu-wang;LI Jia;JIA Zhao-lin;SUN Li-qiang;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;School of Civil Engineering;Tianjin University;
..............page:559-564
Research on influencing factors of lateral capacity of single pile in Shanghai
HOU Sheng-nan;East China Architectural Design & Research Institute Co.;Ltd.;
HOU Sheng-nan;East China Architectural Design & Research Institute Co.;Ltd.;
..............page:565-570
..............page:570
Study of bearing capacity evaluation for bridge piles by measured dynamic stiffness
LIU Jian-lei;MA Meng;LI Lin-jie;KE Zai-tian;GAO Yan;Railway Engineering Research Institute;China Academy of Railway Sciences;School of Civil Engineering;Beijing Jiaotong University;
LIU Jian-lei;MA Meng;LI Lin-jie;KE Zai-tian;GAO Yan;Railway Engineering Research Institute;China Academy of Railway Sciences;School of Civil Engineering;Beijing Jiaotong University;
..............page:571-576
Analysis of effects on city metro tunnel due to adjacent pile foundation construction
XU Yun-fu;WANG Li-feng;Hangzhou Xiaoshan Urban Construction Investment Group Co.;Ltd;Architectural Engineering Institute;Zhejiang University of Science and Technology;
XU Yun-fu;WANG Li-feng;Hangzhou Xiaoshan Urban Construction Investment Group Co.;Ltd;Architectural Engineering Institute;Zhejiang University of Science and Technology;
..............page:577-582
Simplified method for calculating maximum deformation of diaphragm walls caused by braced excavation in soft clays
JIN Xiao-fei;LIANG Shu-ting;ZHU Xiao-jun;ZHANG Yu-liang;School of Civil Engineering;Southeast University;Architectural Design and Research Institute Co.;Ltd.;Southeast University;
JIN Xiao-fei;LIANG Shu-ting;ZHU Xiao-jun;ZHANG Yu-liang;School of Civil Engineering;Southeast University;Architectural Design and Research Institute Co.;Ltd.;Southeast University;
..............page:583-587+616
Experimental study of lateral capacity of static drill rooted pile
QIAN Zheng;WANG Kui-hua;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
QIAN Zheng;WANG Kui-hua;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
..............page:588-594
Relation between point load index and uniaxial compressive strength for igneous rock
ZHANG Jian-ming;TANG Zhi-cheng;LIU Quan-sheng;School of Civil and Architectural Engineering;Wuhan University;
ZHANG Jian-ming;TANG Zhi-cheng;LIU Quan-sheng;School of Civil and Architectural Engineering;Wuhan University;
..............page:595-602
Experimental study of large-diameter bag uplift pile in soft rock foundation
GUO Nan;CHEN Zheng-han;HUANG Xue-feng;YANG Xiao-hui;School of Civil Engineering;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;
GUO Nan;CHEN Zheng-han;HUANG Xue-feng;YANG Xiao-hui;School of Civil Engineering;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;
..............page:603-609
Some understanding of prestressed concrete pipe pile in engineering application
GAO Wen-sheng;LIU Jin-li;ZHAO Xiao-guang;QIU Ming-bing;Institute of Foundation Engineering;China Academy of Building Research;
GAO Wen-sheng;LIU Jin-li;ZHAO Xiao-guang;QIU Ming-bing;Institute of Foundation Engineering;China Academy of Building Research;
..............page:610-616
Field test for horizontal bearing capacity of PHC pipe piles
SHI Feng;HAO Shi-long;Fujian Academy of Building Research;Key Laboratory of Fujian Green Building Technology;
SHI Feng;HAO Shi-long;Fujian Academy of Building Research;Key Laboratory of Fujian Green Building Technology;
..............page:617-622
Special effects of vibration caused by pile-well blasting in adjacent slope
LIAO Tao;PU Chuan-jin;YANG Xin;GUAN Shao-hua;GUO Wang-lin;School of Environment and Resources;Southwest University of Science and Technology;Non-Coal Mine Safety Technology Key Laboratory of Sichuan Province Colleges and Universities;Southwest University of Science and Technology;
LIAO Tao;PU Chuan-jin;YANG Xin;GUAN Shao-hua;GUO Wang-lin;School of Environment and Resources;Southwest University of Science and Technology;Non-Coal Mine Safety Technology Key Laboratory of Sichuan Province Colleges and Universities;Southwest University of Science and Technology;
..............page:623-628
Experimental study of field bearing capacity of material composite piles
LI Bao-jian;LI Guang-fan;HU Wei;ZHAO Fei;KIM Chan-kee;College of Civil and Architecture Engineering;Hainan University;Department of Civil Engineering;Daejin University;
LI Bao-jian;LI Guang-fan;HU Wei;ZHAO Fei;KIM Chan-kee;College of Civil and Architecture Engineering;Hainan University;Department of Civil Engineering;Daejin University;
..............page:629-632
A computational method of ultimate capacity of uplift piles in basement rock
TANG Meng-xiong;CHEN Da;Guangzhou Institute of Building Science Co.;Ltd.;Guangzhou Technology Development Centre of GIBS Co.;Ltd;
TANG Meng-xiong;CHEN Da;Guangzhou Institute of Building Science Co.;Ltd.;Guangzhou Technology Development Centre of GIBS Co.;Ltd;
..............page:633-638
Distinct element simulations of exploitation of methane hydrate bearing sediments with different methods
JIANG Ming-jing;FU Chang;HE Jie;SHEN Zhi-fu;ZHU Fang-yuan;Department of Geotechnical Engineering;Tongji University;State key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
JIANG Ming-jing;FU Chang;HE Jie;SHEN Zhi-fu;ZHU Fang-yuan;Department of Geotechnical Engineering;Tongji University;State key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:639-647
Viscous properties of sandy foundation and its finite element simulation
PENG Fang-le;SHI Wen-zheng;TAN Ke;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
PENG Fang-le;SHI Wen-zheng;TAN Ke;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:648-654
Numerical experiment of failure process of jointed rock mass under dynamic loading
LI Chao;LIU Hong-yan;YAN Xi-dong;College of Engineering & Technology;China University of Geosciences;School of Engineering;Tibet University;
LI Chao;LIU Hong-yan;YAN Xi-dong;College of Engineering & Technology;China University of Geosciences;School of Engineering;Tibet University;
..............page:655-664
shan di xu shui di zhi zai hai zhi li gong cheng
kang jing wen ; xie qiang ; chen yun ;
kang jing wen ; xie qiang ; chen yun ;
..............page:664
Analysis of model uncertainty for stability reliability of embankment slope
WU Xing-zheng;JIANG Liang-wei;LUO Qiang;KONG De-hui;ZHANG Liang;School of Civil Engineering;Southwest Jiaotong University;MOE Key Laboratory of High-speed Railway Engineering;Southwest Jiaotong University;
WU Xing-zheng;JIANG Liang-wei;LUO Qiang;KONG De-hui;ZHANG Liang;School of Civil Engineering;Southwest Jiaotong University;MOE Key Laboratory of High-speed Railway Engineering;Southwest Jiaotong University;
..............page:665-672
Sensitivity analysis of main influencing factors for nonuniform settlements of oil tank foundation
YAO Yang-ping;XIA Fei;School of Transportation Science and Engineering;Beihang University;
YAO Yang-ping;XIA Fei;School of Transportation Science and Engineering;Beihang University;
..............page:673-678
Reliability analysis of progressive failure of strain softening slope
XIE Xin-yu;FENG Xiang;WU Xiao-ming;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;School of Civil Engineering & Architecture;Ningbo Institute of Technology;Zhejiang University;Greentown Haiqi Real Estate Development Co.;Ltd.;
XIE Xin-yu;FENG Xiang;WU Xiao-ming;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;School of Civil Engineering & Architecture;Ningbo Institute of Technology;Zhejiang University;Greentown Haiqi Real Estate Development Co.;Ltd.;
..............page:679-684
FEM/BEM coupling analysis of elastic foundation beam on layered soils
AI Zhi-yong;CAI Jian-bang;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
AI Zhi-yong;CAI Jian-bang;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:685-688
Numerical simulation for mesoscopic seepage field of soil based on lattice Boltzmann method at REV scale
SHEN Lin-fang;WANG Zhi-liang;LI Shao-jun;Faculty of Civil Engineering and Mechanics;Kunming University of Science and Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
SHEN Lin-fang;WANG Zhi-liang;LI Shao-jun;Faculty of Civil Engineering and Mechanics;Kunming University of Science and Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:689-694
Finite element upper bound analysis of tunnel instability under surcharge loading
YANG Feng;ZHENG Xiang-cou;ZHAO Lian-heng;SHI Jie-hong;YANG Jun-sheng;School of Civil Engineering;Central South University;China Academy of Safety Science and Technology;
YANG Feng;ZHENG Xiang-cou;ZHAO Lian-heng;SHI Jie-hong;YANG Jun-sheng;School of Civil Engineering;Central South University;China Academy of Safety Science and Technology;
..............page:695-701
..............page:701
Vertical stress analysis and calculations in horizontal-vertical reinforced foundation
HOU Juan;ZHANG Meng-xi;ZHANG Tao-tao;DAI Zhi-heng;College of Sciences;Shanghai University;Department of Civil Engineering;Shanghai University;Shanghai Sunyat Architectural Design Co.;Ltd.;
HOU Juan;ZHANG Meng-xi;ZHANG Tao-tao;DAI Zhi-heng;College of Sciences;Shanghai University;Department of Civil Engineering;Shanghai University;Shanghai Sunyat Architectural Design Co.;Ltd.;
..............page:702-708
Numerical analysis and field monitoring for studying effects of shield tunnelling on nearby piles
SHEN Jian-wen;LIU Li;School of Civil Engineering;Beijing Jiaotong University;Beijing General Municipal Engineering Design & Research Institute Co.;Ltd.;
SHEN Jian-wen;LIU Li;School of Civil Engineering;Beijing Jiaotong University;Beijing General Municipal Engineering Design & Research Institute Co.;Ltd.;
..............page:709-714
..............page:714
Development and application of microscopic observation device for multifield coupling of coal containing gas
HUANG Gun;ZHANG Xin;YIN Guang-zhi;GUO Hu;XIONG Yang-tao;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;College of Resources and Environmental Sciences;Chongqing University;
HUANG Gun;ZHANG Xin;YIN Guang-zhi;GUO Hu;XIONG Yang-tao;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;College of Resources and Environmental Sciences;Chongqing University;
..............page:715-721
Improvement method of node-oriented measurement technique for dynamic centrifuge modeling
WANG Yong-zhi;YUAN Xiao-ming;WANG Hai;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;Center for Geotechnical Modeling;University of California at Davis;
WANG Yong-zhi;YUAN Xiao-ming;WANG Hai;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;Center for Geotechnical Modeling;University of California at Davis;
..............page:722-728
..............page:728
Early warning research for tunnel structure health monitoring system based on efficacy coefficient method
LI Ming;CHEN Wei-zhong;YANG Jian-ping;XIAO Zheng-long;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Geotechnical and Structural Engineering Research Center;Shandong University;
LI Ming;CHEN Wei-zhong;YANG Jian-ping;XIAO Zheng-long;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Geotechnical and Structural Engineering Research Center;Shandong University;
..............page:729-736