1000-7598
2013 Issue S1
Elasticity solution for temperature and stress fields of tunnels with high geothermal temperature
SHAO Zhu-shao;QIAO Ru-jia;WANG Xin-yu;School of Civil Engineering;Xi’an University of Architecture & Technology;
SHAO Zhu-shao;QIAO Ru-jia;WANG Xin-yu;School of Civil Engineering;Xi’an University of Architecture & Technology;
..............page:1-8
Experimental research on dynamic rehelogical characteristics of marine deposit soft soil under different frequencies of dynamic loading
HU Hua;ZHENG Xiao-xu;College of Architecture & Civil Engineering;Xiamen University;
HU Hua;ZHENG Xiao-xu;College of Architecture & Civil Engineering;Xiamen University;
..............page:9-13
Research on skin friction distribution model of Y-shaped vibro-pile under soil-compacting effect
WEI Xin-jiang;LIU An-yuan;WANG Xin-quan;College of Civil Engineering and Architecture;Zhejiang University;Department of Civil Engineering;City College of Zhejiang University;
WEI Xin-jiang;LIU An-yuan;WANG Xin-quan;College of Civil Engineering and Architecture;Zhejiang University;Department of Civil Engineering;City College of Zhejiang University;
..............page:14-21
Experimental study of nonlinear shear stress relaxation characteristics of Nanning expansive soil
XIAO Hong-bin;HE Cong;ZHOU Wei;XIAO Guo;College of Civil Engineering and Mechanics;Central South University of Forestry and Technology;College of Civil Engineering;Hunan University of Technology;
XIAO Hong-bin;HE Cong;ZHOU Wei;XIAO Guo;College of Civil Engineering and Mechanics;Central South University of Forestry and Technology;College of Civil Engineering;Hunan University of Technology;
..............page:22-27
Dynamic responses of a two-layer plate on viscoelastic half-space foundation under moving loads
LI Hao-yu;QI Yue-qin;LIU Jin;Department of Engineering Mechanics;Shijiazhuang Tiedao University;
LI Hao-yu;QI Yue-qin;LIU Jin;Department of Engineering Mechanics;Shijiazhuang Tiedao University;
..............page:28-34
Test of rockburst in straight-wall-top-arch roadways(tunnels) and its splitting and shearing failure analysis
ZHANG Xiao-jun;WANG Dong;XIAO Chao;ZHENG Huai-chang;School of Resources and Environment;Shandong University of Technology;
ZHANG Xiao-jun;WANG Dong;XIAO Chao;ZHENG Huai-chang;School of Resources and Environment;Shandong University of Technology;
..............page:35-40
Test study of unloading capacity expansion characteristics of salt rock under stress factors
JIANG De-yi;Fan Jin-yang;CHEN Jie;REN Song;NI Jun-jie;State Key Laboratory for Coal Mine Disaster Dynamics and Controls;Chongqing University;Coal Industrial Management Bureau in Hechuan District of Chongqing;
JIANG De-yi;Fan Jin-yang;CHEN Jie;REN Song;NI Jun-jie;State Key Laboratory for Coal Mine Disaster Dynamics and Controls;Chongqing University;Coal Industrial Management Bureau in Hechuan District of Chongqing;
..............page:41-46
Model test study of stability of large span tunnel under explosive plane wave
XU Jing-mao;GU Jin-cai;CHENAn-min;WANG Tao;ZHANG Xiang-yang;Department of Modern Mechanics;University of Science and Technology of China;The Third Research Institute of the Corps of Engineering;General Staff of PLA;
XU Jing-mao;GU Jin-cai;CHENAn-min;WANG Tao;ZHANG Xiang-yang;Department of Modern Mechanics;University of Science and Technology of China;The Third Research Institute of the Corps of Engineering;General Staff of PLA;
..............page:47-53+59
Strength characteristics of stabilized soils using industrial by-product binders
ZHANG Ding-wen;CAO Zhi-Guo;School of Transportation;Southeast University;
ZHANG Ding-wen;CAO Zhi-Guo;School of Transportation;Southeast University;
..............page:54-59
Critical slip field of slope in process of rainfall infiltration
SHEN Yin-bin;ZHU Da-yong;JIANG Ze-feng;YAO Ha-yan;School of Civil and Hydraulic Engineering;Hefei University of Technology;Anhui Provincial Key Laboratory of Civil Engineering and Materials;
SHEN Yin-bin;ZHU Da-yong;JIANG Ze-feng;YAO Ha-yan;School of Civil and Hydraulic Engineering;Hefei University of Technology;Anhui Provincial Key Laboratory of Civil Engineering and Materials;
..............page:60-66
Study of effect of particle breakage based on Cosserat continuum
YU Cun;CHU Xi-hua;TANG Hong-xiang;XU Yuan-jie;School of Civil andArchitectura Engineering;Wuhan University;School of Civil Engineering;Dalian University of Technology;
YU Cun;CHU Xi-hua;TANG Hong-xiang;XU Yuan-jie;School of Civil andArchitectura Engineering;Wuhan University;School of Civil Engineering;Dalian University of Technology;
..............page:67-72+79
Long-term carbonated effect on strength of lime stabilized laterite soils
TAN Yun-zhi;YU Bo;ZHEN GAi;FU Wei;ZHANG Hua;WAN Zhi;Key Laboratory of Geological Hazards in Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;China Commnnications Construction Corporation Second Highway Consulfans;Co. Ltd.;Hunan Communications Research Institute;
TAN Yun-zhi;YU Bo;ZHEN GAi;FU Wei;ZHANG Hua;WAN Zhi;Key Laboratory of Geological Hazards in Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;China Commnnications Construction Corporation Second Highway Consulfans;Co. Ltd.;Hunan Communications Research Institute;
..............page:73-79
Analysis of limiting soil resistance beneath cutting curb during sinking of open caisson
YAN Fu-you;SHI Gang;School of Civil Engineering;Zhengzhou University;
YAN Fu-you;SHI Gang;School of Civil Engineering;Zhengzhou University;
..............page:80-87
Model test study of vacuum preloading on municipal sludge
ZHAN Xin-jie;LIN Wei-an;ZHAN Liang-tong;LUO Xiao-yong;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geo-environmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;Shanghai Municipal Engineering Design and Research Institute;
ZHAN Xin-jie;LIN Wei-an;ZHAN Liang-tong;LUO Xiao-yong;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geo-environmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;Shanghai Municipal Engineering Design and Research Institute;
..............page:88-96
Field test study of filling and penetration of highly plastic clay located between the dam core wall and cushion concrete
QIAO Lan;PANG Lin-xiang;SUI Zhi-li;SHI Yan;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Faculty of Urban Construction;Beijing City University;Great Wall College;China University Geosciences;
QIAO Lan;PANG Lin-xiang;SUI Zhi-li;SHI Yan;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Faculty of Urban Construction;Beijing City University;Great Wall College;China University Geosciences;
..............page:97-102
Study of vertical vibration of pipe pile in saturated viscoelastic soil
YING Yue-long;LUO Hai-liang;WEN Min-jie;Zhejiang Transportation Engineering Construction Group Co. Ltd.;Biological and Environmental Branch College;Jiaxing Vocational Technical College;
YING Yue-long;LUO Hai-liang;WEN Min-jie;Zhejiang Transportation Engineering Construction Group Co. Ltd.;Biological and Environmental Branch College;Jiaxing Vocational Technical College;
..............page:103-108
Experimental study of similar material for weak surrounding rock mass of class Ⅳ
VU Ba thao;ZHU He-hua;XU Qian-wei;MING Juan;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Hydraulic Construction Institute;Vietnam Academy for Water Resources;Urban Rail Transit and Railway Engineering Department;Tongji University;Department of Civil Engineering;University of Shanghai for Science and Technology;
VU Ba thao;ZHU He-hua;XU Qian-wei;MING Juan;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Hydraulic Construction Institute;Vietnam Academy for Water Resources;Urban Rail Transit and Railway Engineering Department;Tongji University;Department of Civil Engineering;University of Shanghai for Science and Technology;
..............page:109-116
Study of slope stability under blasting vibration based on distribution of normal stress over slip surface
LIU Hua-li;GONG Yun-xiang;LI Hong-wei;ZHU Da-yong;Engineering Institute of Corps of Engineers;PLAUniversity of Science and Technology;School of Civil and Hydraulic Engineering;Hefei University of Technology;
LIU Hua-li;GONG Yun-xiang;LI Hong-wei;ZHU Da-yong;Engineering Institute of Corps of Engineers;PLAUniversity of Science and Technology;School of Civil and Hydraulic Engineering;Hefei University of Technology;
..............page:117-120+141
Study of model test on stability of colluvial slopes
YUAN Cong-hua;WU Zhen-jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
YUAN Cong-hua;WU Zhen-jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:121-126+154
Research on consolidation settlement of ground surface caused by shield tunnelling
WANG Zhi-liang;LIU Ming;XIE Jian-bin;SHEN Lin-fang;Faculty of Civil and Architectural Engineering;Kunming University of Science and Technology;Department of Geotechnical Engineering;Tongji University;School of Urban Construction and Management;Yunnan University;
WANG Zhi-liang;LIU Ming;XIE Jian-bin;SHEN Lin-fang;Faculty of Civil and Architectural Engineering;Kunming University of Science and Technology;Department of Geotechnical Engineering;Tongji University;School of Urban Construction and Management;Yunnan University;
..............page:127-133
Experimental study of water-holding and permeability characteristics of unsaturated expansive soils and rocks
DAI Zhang-jun;CHEN Shan-xiong;LUO Hong-ming;LU Ding-jie;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
DAI Zhang-jun;CHEN Shan-xiong;LUO Hong-ming;LU Ding-jie;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:134-141
Visco-elastoplastic analysis of deep foundation pit construction in Yellow River alluvial plain
DAI Chun-quan;QIN Zhe;SU Jian-guang;College of Civil Engineering and Architecture;Shandong University of Science and Technology;Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;Shandong University of Science and Technology;Construction Headquarters of Qingdao Port;
DAI Chun-quan;QIN Zhe;SU Jian-guang;College of Civil Engineering and Architecture;Shandong University of Science and Technology;Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;Shandong University of Science and Technology;Construction Headquarters of Qingdao Port;
..............page:142-147
Study of strata movement law through similar model test in the Dalian city subway shield tunnelling
ZHU Xun-guo;CHEN Feng;XU Meng-lin;ZHAO De-shen;College of Architectural Engineering;Dalian University;Provincial Key Laboratory for Disaster Predicting and Controlling of Complex Structural System;Dalian University;Institute of Hydraulic Structures and Water Environment;Zhejiang University;
ZHU Xun-guo;CHEN Feng;XU Meng-lin;ZHAO De-shen;College of Architectural Engineering;Dalian University;Provincial Key Laboratory for Disaster Predicting and Controlling of Complex Structural System;Dalian University;Institute of Hydraulic Structures and Water Environment;Zhejiang University;
..............page:148-154
Experimental study of compaction characteristics and fractal feature in crushing of coarse-grained soils
DU Jun;HOU Ke-peng;LIANG Wei;PENG Guo-cheng;Faculty of Land Resources Engineering;Kunming University of Science and Technology;
DU Jun;HOU Ke-peng;LIANG Wei;PENG Guo-cheng;Faculty of Land Resources Engineering;Kunming University of Science and Technology;
..............page:155-161
Application of particle image velocimetry to model test of negative skin friction on pile
HUANG Ting;DAI Guo-liang;GONG Wei-ming;ZHENG Jin-hai;XU Guo-ping;College of Harbour;Coastal and Offshore Engineering;Hohai University;School of Civil Engineering;Southeast University;CCCC Highway Consultants Co.;Ltd.;
HUANG Ting;DAI Guo-liang;GONG Wei-ming;ZHENG Jin-hai;XU Guo-ping;College of Harbour;Coastal and Offshore Engineering;Hohai University;School of Civil Engineering;Southeast University;CCCC Highway Consultants Co.;Ltd.;
..............page:162-166+172
Calculation of active earth pressure for cohesive soil under action of strip surcharge
KE Cai-tong;CHEN Yi-bo;GAO Hong-bo;XIE Hong-bo;College of Civil Engineering and Architecture;Hainan University;
KE Cai-tong;CHEN Yi-bo;GAO Hong-bo;XIE Hong-bo;College of Civil Engineering and Architecture;Hainan University;
..............page:167-172
Ground loss parameter and soil deformation in pipe jacking
JING Lu;YUAN Ju-yun;YUAN Yong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
JING Lu;YUAN Ju-yun;YUAN Yong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:173-178
Elastoplastic analysis of surrounding rock of drilling with strain softening model in deep soft rock
HUANG Lei;LU Yi-yu;XIABin-wei;JIAYa-jie;HUANG Fei;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;National & Local Joint Engineering Laboratory of Gas Drainage in Complex Coal Seams;Chongqing University;CGNPC Uranium Resources Co. Ltd.;China Guangdong Nuclear Power Holding Co. Ltd.;
HUANG Lei;LU Yi-yu;XIABin-wei;JIAYa-jie;HUANG Fei;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;National & Local Joint Engineering Laboratory of Gas Drainage in Complex Coal Seams;Chongqing University;CGNPC Uranium Resources Co. Ltd.;China Guangdong Nuclear Power Holding Co. Ltd.;
..............page:179-186
Analysis of shear stress near anchorage interface of tensile-type anchor with couple stress theory
WU Yan-feng;ZHANG Dun-fu;ZHANG Bo;ZHU Wei-shen;School of Civil and Hydraulic Engineering;Shandong University;
WU Yan-feng;ZHANG Dun-fu;ZHANG Bo;ZHU Wei-shen;School of Civil and Hydraulic Engineering;Shandong University;
..............page:187-191+227
Centrifugal model test of pile-plank subgrade in soft ground
HUANG Long;WANG Bing-long;ZHOU Shun-hua;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;
HUANG Long;WANG Bing-long;ZHOU Shun-hua;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;
..............page:192-196
Stability analysis method of block considering cracking of rock bridge
ZHENG Yin-he;XIA Lu;YU Qing-chun;School of Water Resources & Environment;China University of Geosciences;
ZHENG Yin-he;XIA Lu;YU Qing-chun;School of Water Resources & Environment;China University of Geosciences;
..............page:197-203
Analysis of characteristics of measured stress and stability of faults in North China
HUANG Lu-yuan;YANG Shu-xin;CUI Xiao-feng;CHEN Qun-ce;YAO Rui;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Geomechanics;Chinese Academy of Geological Sciences;
HUANG Lu-yuan;YANG Shu-xin;CUI Xiao-feng;CHEN Qun-ce;YAO Rui;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Geomechanics;Chinese Academy of Geological Sciences;
..............page:204-213
Experimental study of failure mechanism of apron structure of ancient Qiantang River seawall
JIANG Hong-yi;CHEN Zhen-hua;GUO Zhen;WANG Li-zhong;College of Civil Engineering and Architecture;Zhejiang University;Reconnaissance and Design Institute;Qiantang River Administration of Zhejiang Province;
JIANG Hong-yi;CHEN Zhen-hua;GUO Zhen;WANG Li-zhong;College of Civil Engineering and Architecture;Zhejiang University;Reconnaissance and Design Institute;Qiantang River Administration of Zhejiang Province;
..............page:214-220
Research on horizontal ultimate bearing capacity of suction bucket foundation in saturated sand ground
JIN Shu-cheng;ZHANG Yong-tao;YANG Yan-hua;LI Bing;Technology Center;CCCC Second Harbour Engineering Co.;Ltd.;School of Civil Engineering;Southeast University;
JIN Shu-cheng;ZHANG Yong-tao;YANG Yan-hua;LI Bing;Technology Center;CCCC Second Harbour Engineering Co.;Ltd.;School of Civil Engineering;Southeast University;
..............page:221-227
Experimental study of complete load-displacement curve of low strength analog anchoring material in bending process
DING Xing-bo;ZHANG Chong;MING Zhi-qing;XU Jing-mao;The Third Engineer Scientific Research Institute of the Headquarters of the General Staff;School of Electrical and Mechanical;Harbin Institute of Technology;School of Computer Science;Henan University of Science and Technology;
DING Xing-bo;ZHANG Chong;MING Zhi-qing;XU Jing-mao;The Third Engineer Scientific Research Institute of the Headquarters of the General Staff;School of Electrical and Mechanical;Harbin Institute of Technology;School of Computer Science;Henan University of Science and Technology;
..............page:228-233
Stability criterion of surrounding rock in roadway under blasting vibration load based on wavelet energy
SONG Bo;CAO Ye;School of Civil and Environmental Engineering;University of Science and Technology Beijing;China National Gold Engineering Corporation;
SONG Bo;CAO Ye;School of Civil and Environmental Engineering;University of Science and Technology Beijing;China National Gold Engineering Corporation;
..............page:234-240
Research on construction displacement of north anchorage caisson of parrot cay Yangtze River bridges in Wuhan
DENG You-sheng;XIONG Hao;LIU Rong;WAN Chang-zhong;LIU Yao-dong;School of Civil Engineering & Architecture;Hubei University of Technology;The 6th Engineering Co. Ltd.;China Railway Major Baidge Engineering Group Co. Ltd.;
DENG You-sheng;XIONG Hao;LIU Rong;WAN Chang-zhong;LIU Yao-dong;School of Civil Engineering & Architecture;Hubei University of Technology;The 6th Engineering Co. Ltd.;China Railway Major Baidge Engineering Group Co. Ltd.;
..............page:241-246
Comparative study of elastic design theories of circular frozen wall of shaft
ZHOU Xiao-min;GUAN Hua-dong;LUO Xiao-qing;WANG An-bao;State Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;Beijing Huayu Engineering Limit Corporalion;Sino-Coal International Engineering Group;
ZHOU Xiao-min;GUAN Hua-dong;LUO Xiao-qing;WANG An-bao;State Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;Beijing Huayu Engineering Limit Corporalion;Sino-Coal International Engineering Group;
..............page:247-251
Analysis of formation mechanism and three-dimensional stability of large scale terrace of earthquake landslide
DONG Jin-yu;WANG Dong;YANG Ji-hong;HUANG Zhi-quan;College of Resources and Environment;North China University of Water Resources and Electric Power;College of Civil Engineering;Shijiazhuang Tiedao University;
DONG Jin-yu;WANG Dong;YANG Ji-hong;HUANG Zhi-quan;College of Resources and Environment;North China University of Water Resources and Electric Power;College of Civil Engineering;Shijiazhuang Tiedao University;
..............page:252-258
Prediction of peak particle velocity induced by underwater blasting based on the combination of grey relational analysis and genetic neural network
LIU Ya-qun;LI Hai-bo;PEI Qi-tao;ZHANG Wei;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LIU Ya-qun;LI Hai-bo;PEI Qi-tao;ZHANG Wei;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:259-264
Field tests on changes of pile negative friction along its length
ZHU Yan-peng;ZHAO Tian-shi;CHEN Chang-liu;School of Civil Engineering;Lanzhou University of Technology;Gansu Co.;Ltd.China Mobile Group;
ZHU Yan-peng;ZHAO Tian-shi;CHEN Chang-liu;School of Civil Engineering;Lanzhou University of Technology;Gansu Co.;Ltd.China Mobile Group;
..............page:265-272
Experimental study of correlation of dynamic compaction for foundation backfilled with crushed stone
AN Chun-xiu;HUANG Lei;HUANG Da-yu;GONG Xiao-nan;Zhejiang Electric Power Design Institute;Institute of Geotechnical Engineering;Zhejiang University;
AN Chun-xiu;HUANG Lei;HUANG Da-yu;GONG Xiao-nan;Zhejiang Electric Power Design Institute;Institute of Geotechnical Engineering;Zhejiang University;
..............page:273-278
Study of relationship between rock structure and rock quality and its application to site evaluation of Beishan HLW repository
ZONG Zi-hua;CHEN Liang;CHEN Qiang;WEI Yun-jie;WANG Xi-yong;WANG Ju;Beijing Research Institute of Uranium Geology;State Key Laboratory of Geohazad Prevention and Geoenvironment Protection;Chengdu University of Technology;The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education;Beijing University of Technology;
ZONG Zi-hua;CHEN Liang;CHEN Qiang;WEI Yun-jie;WANG Xi-yong;WANG Ju;Beijing Research Institute of Uranium Geology;State Key Laboratory of Geohazad Prevention and Geoenvironment Protection;Chengdu University of Technology;The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education;Beijing University of Technology;
..............page:279-284+292
Research on genetic mechanism and treatment method of some large-scale accumulation slope
DENG Hua-feng;ZHU Min;YUAN Xian-fan;MA Li;LUO Qian;HU Peng;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 in Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;
DENG Hua-feng;ZHU Min;YUAN Xian-fan;MA Li;LUO Qian;HU Peng;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 in Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;
..............page:285-292
Seismic stability of anchored rock slope using pseudo-dynamic method
RUAN Xiao-bo;SUN Shu-lin;LIU Wen-liang;College of Civil and Transportation Engineering;Hohai University;State Key Laboratory of Hydrology;Water Resources and Hydraulic Engineering;Hohai University;College of Earth Sciences and Engineering;Hohai University;
RUAN Xiao-bo;SUN Shu-lin;LIU Wen-liang;College of Civil and Transportation Engineering;Hohai University;State Key Laboratory of Hydrology;Water Resources and Hydraulic Engineering;Hohai University;College of Earth Sciences and Engineering;Hohai University;
..............page:293-300
Study of influence of gas entering tunnel on stability of shield tunnel in gassy soil layer
LU Hao;WANG Ming-yang;RONG Xiao-li;LIU Yang;School of Defense Engineering;PLA University of Science and Technology;
LU Hao;WANG Ming-yang;RONG Xiao-li;LIU Yang;School of Defense Engineering;PLA University of Science and Technology;
..............page:301-306+323
Research on fractal characteristics of deformation monitoring data’s box dimension of underground caverns
ZOU Jing;LI Zhong-kui;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;Department of Hydraulic and Hydropower Engineering;Tsinghua University;
ZOU Jing;LI Zhong-kui;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;Department of Hydraulic and Hydropower Engineering;Tsinghua University;
..............page:307-312
Analysis of ground vibration of moving train by using Hyperbola-Logistic model
CHEN Gong-qi;GAO Guang-yun;JIANG Jian-ping;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;College of Ocean Environment and Engineering;Shanghai Maritime University;
CHEN Gong-qi;GAO Guang-yun;JIANG Jian-ping;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;College of Ocean Environment and Engineering;Shanghai Maritime University;
..............page:313-317
Transfer bearing mechanism of thick composite roof in gob-side entry retaining
HAN Chang-liang;ZHANG Nong;YAO Ya-hu;ZHANG Nian-chao;JI Ming;MOE Laboratory of Deep Coal Resource and Mining of Education;China University of Mining & Technology;Hunan Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;
HAN Chang-liang;ZHANG Nong;YAO Ya-hu;ZHANG Nian-chao;JI Ming;MOE Laboratory of Deep Coal Resource and Mining of Education;China University of Mining & Technology;Hunan Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;
..............page:318-323
Dynamic stability analysis of pillar based on loading-unloading response ratio theory
YANG Yu-jiang;LI Yuan-hui;School of Mining Engineering;University of Science and Technology;School of Resources & Civil Engineering;Northeastern University;
YANG Yu-jiang;LI Yuan-hui;School of Mining Engineering;University of Science and Technology;School of Resources & Civil Engineering;Northeastern University;
..............page:324-330
Research on spatial distribution law of gray clays of Zhanjiang Formation
SHEN Jian-Hua;WANG Ren;ZHU Chang-qi;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
SHEN Jian-Hua;WANG Ren;ZHU Chang-qi;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:331-336+339
Critical span calculation of stope roof with waste-lifting stoping method
ZHAI Hui-chao;YAN Man-zhi;Tianxing Iron Mine;Hebei Iron Steel Group Mining Co. Ltd.;
ZHAI Hui-chao;YAN Man-zhi;Tianxing Iron Mine;Hebei Iron Steel Group Mining Co. Ltd.;
..............page:337-339
Lateral deformation law of soft soil subgrade treated by different modes
CHEN Ji-bin;ZHAO Qi-hua;PENG She-qin;CHEN Zi-yang;State Key Laboratory of Geo-Hazard Prevention and Geoenvironment Protection;Chengdu University of Technology;College of Environment and Civil Engineering;Chengdu University of Technology;
CHEN Ji-bin;ZHAO Qi-hua;PENG She-qin;CHEN Zi-yang;State Key Laboratory of Geo-Hazard Prevention and Geoenvironment Protection;Chengdu University of Technology;College of Environment and Civil Engineering;Chengdu University of Technology;
..............page:340-347
Reliability analysis of landslide-thrust and internal forces of anti-slide pile based on strength reduction finite element method
WU Ying-xiang;LIU Dong-sheng;SONG Qiang-hui;OU Yi-hong;Department of Architecture & Civil Engineering;Logistical Engineering University;Chongqing Key Laboratory of Geomechanics & Geoenvironmental Protection;Logistical Engineering University;Chongqing Bureau of Geology and Minerals Exploration;Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education;Lanzhou University;
WU Ying-xiang;LIU Dong-sheng;SONG Qiang-hui;OU Yi-hong;Department of Architecture & Civil Engineering;Logistical Engineering University;Chongqing Key Laboratory of Geomechanics & Geoenvironmental Protection;Logistical Engineering University;Chongqing Bureau of Geology and Minerals Exploration;Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education;Lanzhou University;
..............page:348-354
Improvement of Verhulst forecast model of landslide and its application
HE Xiao-hei;WANG Si-jing;XIAO Rui-hua;RAO Xiao-yu;LUO Bin;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;Graduate University;Chinese Academy of Sciences;Chongqing Communications Research & Design Institute Co.;Ltd.;
HE Xiao-hei;WANG Si-jing;XIAO Rui-hua;RAO Xiao-yu;LUO Bin;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;Graduate University;Chinese Academy of Sciences;Chongqing Communications Research & Design Institute Co.;Ltd.;
..............page:355-364
Research on dynamic response of rock slope with weak layer
LI Peng;SU Sheng-rui;WANG Yan-chao;WANG Qi;College of Geology Engineering and Geomatics;Chang′an University;
LI Peng;SU Sheng-rui;WANG Yan-chao;WANG Qi;College of Geology Engineering and Geomatics;Chang′an University;
..............page:365-370+378
A method for searching potential failure surface of slope based on maximum shear strain increment
LI Jian;CHEN Shan-xiong;YU Fei;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LI Jian;CHEN Shan-xiong;YU Fei;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:371-378
Stablity analysis of rocky slope for arch bridge foundation in gorge area
TIAN Hong-ming;CHEN Wei-zhong;ZHENG Peng-qiang;YU Jian-xin;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechancis;Chinese Academy of Sciences;Research Center of Geotechnical & Structural Engineering;Shandong University;
TIAN Hong-ming;CHEN Wei-zhong;ZHENG Peng-qiang;YU Jian-xin;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechancis;Chinese Academy of Sciences;Research Center of Geotechnical & Structural Engineering;Shandong University;
..............page:379-385
Fuzzy random reliability analysis of rigid anti-sliding pile structure anchoring depth
XIAO Zun-qun;XU Cai-yun;JIANG Yong;JIAO Ru-yi;YANG Tian-bing;School of Environment and Civil Engineering;Wuhan Institute of Technology;China Petroleum Pipeline Scientific Research Institute;College of Civil Engineering & Mechanics;Huazhong University of Science and Technology;Wuhan CTI-CRSRI Engineering & Environment Co.;Ltd.;Yangtze River Scientific Research Institute;
XIAO Zun-qun;XU Cai-yun;JIANG Yong;JIAO Ru-yi;YANG Tian-bing;School of Environment and Civil Engineering;Wuhan Institute of Technology;China Petroleum Pipeline Scientific Research Institute;College of Civil Engineering & Mechanics;Huazhong University of Science and Technology;Wuhan CTI-CRSRI Engineering & Environment Co.;Ltd.;Yangtze River Scientific Research Institute;
..............page:386-392
Stability analysis of high rock slope based on meticulous description of complex structure
DU Peng-zhao;LIU Jian;HAN Zhi-qiang;XU Hua;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Sui-Yue Expressway Construction Manayement Office of Province;
DU Peng-zhao;LIU Jian;HAN Zhi-qiang;XU Hua;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Sui-Yue Expressway Construction Manayement Office of Province;
..............page:393-398
Deformation effect on existing tunnels overlapped by new tunnel in lower-region
LIU Shu-jia;ZHANG Meng-xi;WU Hui-ming;LI Lin;Department of Civil Engineering;Shanghai University;Shanghai Tunnel Engineering Co.;Ltd.;
LIU Shu-jia;ZHANG Meng-xi;WU Hui-ming;LI Lin;Department of Civil Engineering;Shanghai University;Shanghai Tunnel Engineering Co.;Ltd.;
..............page:399-405
Study of post-treated void ratio of saturated silt subgrade treated with vibroflotation
ZHOU Yuan-qiang;XU Qiang;SHEN Jin-ru;Jiangsu Province Electric Power Design Institute;Suqian Power Supply Company;Jiangsu Electric Power Company;
ZHOU Yuan-qiang;XU Qiang;SHEN Jin-ru;Jiangsu Province Electric Power Design Institute;Suqian Power Supply Company;Jiangsu Electric Power Company;
..............page:406-412
Study of squeezing deformation and support characteristics of tunnels
LIU Zhi-qiang;SONG Ye;HU Yuan-fang;China Railway Southwest Research Institute Co.;Ltd.;
LIU Zhi-qiang;SONG Ye;HU Yuan-fang;China Railway Southwest Research Institute Co.;Ltd.;
..............page:413-418
Study of influence of structural property on stability of foundation pit under plane strain condition
MA Lin;ZHAO Dui-jia;CHEN Chang-lu;Key Laboratory of Highway Construction and Maintenance Technology in Loess Region;Shanxi Transportation Research Institute;Institute of Geotechnical Engineering;Xi’an University of Technology;
MA Lin;ZHAO Dui-jia;CHEN Chang-lu;Key Laboratory of Highway Construction and Maintenance Technology in Loess Region;Shanxi Transportation Research Institute;Institute of Geotechnical Engineering;Xi’an University of Technology;
..............page:419-424
Two easily-overlooked issues in numerical simulation of material’s failure
ZHAO Yue-tang;LI Zhen-hui;CHU Cheng;College of Defense Engineering;The PLA University of Science & Technology;
ZHAO Yue-tang;LI Zhen-hui;CHU Cheng;College of Defense Engineering;The PLA University of Science & Technology;
..............page:425-429+450
2D distinct element analyses of thermo-hydro-mechanical coupling effects for a drift with bolt-shotcrete supporting in a conceptual nuclear waste repository
ZHANG Yu-jun;XU Gang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHANG Yu-jun;XU Gang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:430-436
Blasting vibration numerical analysis of vertical wall semicircular arch roadway
SHAN Ren-liang;WANG Er-cheng;SONG Li-wei;XIAYu;TAO Yu;School of Mechanics and Civil Engineering;China University of Mining & Technology;College of Civil Engineering;Heibei University of Engineering;
SHAN Ren-liang;WANG Er-cheng;SONG Li-wei;XIAYu;TAO Yu;School of Mechanics and Civil Engineering;China University of Mining & Technology;College of Civil Engineering;Heibei University of Engineering;
..............page:437-443
Numerical simulation of thermo-hydro-mechanical coupling around underground pipelines in patchy permafrost region
LIU Jian-jun;XIE Jun;School of Civil Engineering and Architecture;Southwest Petroleum University;
LIU Jian-jun;XIE Jun;School of Civil Engineering and Architecture;Southwest Petroleum University;
..............page:444-450
Properties of excavation damaged zone under blasting load in deep tunnels
YAN Peng;LI Tao;LU Wen-bo;CHEN Ming;ZHOU Chuang-bing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
YAN Peng;LI Tao;LU Wen-bo;CHEN Ming;ZHOU Chuang-bing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
..............page:451-457
Numerical model and validation of failure mode for underground caverns in layered rock mass
ZUO Shuang-ying;YE Ming-liang;TANG Xiao-ling;XU Jian-ke;SHI Wen-bing;College of Resources and Environment Engineering;Guizhou University;
ZUO Shuang-ying;YE Ming-liang;TANG Xiao-ling;XU Jian-ke;SHI Wen-bing;College of Resources and Environment Engineering;Guizhou University;
..............page:458-465
Numerical simulation on two-hole blasting under different in-situ stress conditions
BAI Yu;ZHU Wan-cheng;WEI Chen-Hui;WEI Jiong;School of Resources & Civil Engineering;Northeastern University;
BAI Yu;ZHU Wan-cheng;WEI Chen-Hui;WEI Jiong;School of Resources & Civil Engineering;Northeastern University;
..............page:466-471
Study of effects of anchor parameters on seismic performance of anchor slope
XU Qian;ZHANG Yong-xing;CHEN Jian-gong;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
XU Qian;ZHANG Yong-xing;CHEN Jian-gong;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:472-478+493
Evolution of energy field instability of island longwall panel during coal bump
WANG Hong-wei;JIANG Yao-dong;GAO Ren-jie;LIU Shuai;School of Mechanics and Civil Engineering;China University of Mining and Technology;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
WANG Hong-wei;JIANG Yao-dong;GAO Ren-jie;LIU Shuai;School of Mechanics and Civil Engineering;China University of Mining and Technology;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
..............page:479-485
Discrete element modeling of behaviors of coarse grained soils considering rolling resistance
LIU Yi-Ming;YANG Chun-He;HUO Yong-sheng;LIU Lu;XU Yu-long;DU Chao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory for Coal Mine Disaster Dynamics and Control;Chongqing University;Petro China West-to-East Gas Pipeline Company;Petro China Pipeline Engineering Corporation;
LIU Yi-Ming;YANG Chun-He;HUO Yong-sheng;LIU Lu;XU Yu-long;DU Chao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory for Coal Mine Disaster Dynamics and Control;Chongqing University;Petro China West-to-East Gas Pipeline Company;Petro China Pipeline Engineering Corporation;
..............page:486-493
Finite element analysis of foundation consolidation by vertical drains coupling thermo-hydro-mechanical effect
TAO Hai-bing;XIE Kang-he;LIU Gan-bin;HUANG Da-zhong;DENG Yue-bao;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Faculty of Architectural;Civil Engineering and Environment;Ningbo University;
TAO Hai-bing;XIE Kang-he;LIU Gan-bin;HUANG Da-zhong;DENG Yue-bao;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Faculty of Architectural;Civil Engineering and Environment;Ningbo University;
..............page:494-500
Simulation of bearing characteristics of pile-supported embankments by particle flow code
XU Zhao-yang;ZHOU Jian;WAN Shao-jin;Key Laboratory of Ministry of Education for Geotechnical and Underground Engineering;Tongji University;Institute of Geotechnical Engineering;Yangzhou University;
XU Zhao-yang;ZHOU Jian;WAN Shao-jin;Key Laboratory of Ministry of Education for Geotechnical and Underground Engineering;Tongji University;Institute of Geotechnical Engineering;Yangzhou University;
..............page:501-507
Study of disturbance law for wall rock while goaf group formation in metal mines
FU Jian-xin;SONG Wei-dong;DU Jian-hua;Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
FU Jian-xin;SONG Wei-dong;DU Jian-hua;Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
..............page:508-515
Numerical analysis of high bench blasting in open pit mine
ZHOU Nan;WANG De-sheng;WANG Hua;CHANG Jian-ping;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Shouyun Mining Shares Company Limited;
ZHOU Nan;WANG De-sheng;WANG Hua;CHANG Jian-ping;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Shouyun Mining Shares Company Limited;
..............page:516-522+532
Finite element analysis of thermo-hydro-mechanical coupling processes under stress corrosion and pressure solution considering saturation correction
ZHANG Wei-qing;ZHANG Yu-jun;China Railway Tunnel Survey & Design Institute Co.;Ltd.;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHANG Wei-qing;ZHANG Yu-jun;China Railway Tunnel Survey & Design Institute Co.;Ltd.;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:523-532
Researches on general stability for dump slope based on three-dimensional geologic model
LI Yue;YANG Yong-sheng;MAO Quan-sheng;TANG Kai;Institute of Geotechnical Engineering;Sinosteel Maanshan Institute of Mining Research;State Key Laboratory of Safety and Health for Metal Mine;Sinosteel Maanshan Institute of Mining Research;
LI Yue;YANG Yong-sheng;MAO Quan-sheng;TANG Kai;Institute of Geotechnical Engineering;Sinosteel Maanshan Institute of Mining Research;State Key Laboratory of Safety and Health for Metal Mine;Sinosteel Maanshan Institute of Mining Research;
..............page:533-539
..............page:540