1000-7598
2016 Issue 5
A damage model for frozen soil-structure interface under cyclic shearing
YANG Ping;ZHAO Lian-zhen;WANG Guo-liang;School of Civil Engineering;Nanjing Forestry University;College of Civil Engineering and Architecture;Hainan University;
YANG Ping;ZHAO Lian-zhen;WANG Guo-liang;School of Civil Engineering;Nanjing Forestry University;College of Civil Engineering and Architecture;Hainan University;
..............page:1217-1223
..............page:1223
Influence of CaCl2 solution on the permeability of different clay-based cutoff walls
ZHU Wei;XU Hao-qing;WANG Sheng-wei;FAN Xi-hui;Geotechnical Research Institute;Hohai University;College of Environment;Hohai University;
ZHU Wei;XU Hao-qing;WANG Sheng-wei;FAN Xi-hui;Geotechnical Research Institute;Hohai University;College of Environment;Hohai University;
..............page:1224-1230+1236
Theory of self-stable ring in roadway support
HUANG Qing-xiang;ZHENG Chao;School of Energy Engineering;Xi’an University of Science & Technology;
HUANG Qing-xiang;ZHENG Chao;School of Energy Engineering;Xi’an University of Science & Technology;
..............page:1231-1236
Analysis of stability against basal heave of excavation in anisotropic soft clay based on tests of hollow cylinder apparatus
YING Hong-wei;ZHANG Jin-hong;ZHOU Jian;SUN Wei;YAN Jia-jia;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;
YING Hong-wei;ZHANG Jin-hong;ZHOU Jian;SUN Wei;YAN Jia-jia;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;
..............page:1237-1242+1248
Interaction between strip foundation under wall and transversely isotropic layered soils
AI Zhi-yong;ZHANG Yi-fan;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
AI Zhi-yong;ZHANG Yi-fan;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:1243-1248
Uniaxial experimental study of creep properties of sandstone in damage and fracture states
NIU Shuang-jian;DANG Yuan-heng;FENG Wen-lin;YANG Da-fang;School of Energy Science and Engineering;Henan Polytechnic University;State key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Opening Laboratory for Deep Mine Construction;Henan Polytechnic University;School of Civil Engineering;Henan Polytechnic University;
NIU Shuang-jian;DANG Yuan-heng;FENG Wen-lin;YANG Da-fang;School of Energy Science and Engineering;Henan Polytechnic University;State key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Opening Laboratory for Deep Mine Construction;Henan Polytechnic University;School of Civil Engineering;Henan Polytechnic University;
..............page:1249-1258
Nonlinear dynamic response of pile structure under earthquake loading
LIANG Shu-xiu;SUN Zhao-chen;ZHANG Wei-ping;WANG Xing-gang;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Nanjing Hydraulic Research Institute;
LIANG Shu-xiu;SUN Zhao-chen;ZHANG Wei-ping;WANG Xing-gang;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Nanjing Hydraulic Research Institute;
..............page:1259-1267
A study of the additional stress caused by the tip resistance of a Y-shape pile with considering abnormality effect
WANG Xin-quan;ZHANG Qiang;ZHANG Shi-min;CUI Yun-liang;ZHOU Xing-de;Department of Civil Engineering;Zhejiang University City College;College of Civil Engineering and Architecture;Anhui University of Science and Technology;College of Civil and Transportation Engineering;Hohai University;
WANG Xin-quan;ZHANG Qiang;ZHANG Shi-min;CUI Yun-liang;ZHOU Xing-de;Department of Civil Engineering;Zhejiang University City College;College of Civil Engineering and Architecture;Anhui University of Science and Technology;College of Civil and Transportation Engineering;Hohai University;
..............page:1268-1280
Experimental study of solidification/stabilization of VOCs contaminated slurry
XIA Wei-yi;DU Yan-jun;WEI Ming-li;BO Yu-lin;SONG De-jun;Institute of Geotechnical Engineering;School of Transportation;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;Jiangsu Sentay Environmental Science and Technology Co;Ltd.;
XIA Wei-yi;DU Yan-jun;WEI Ming-li;BO Yu-lin;SONG De-jun;Institute of Geotechnical Engineering;School of Transportation;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;Jiangsu Sentay Environmental Science and Technology Co;Ltd.;
..............page:1281-1290
Experimental study of triaxial creep behavior and long-term strength of clastic rock in dam foundation
ZHANG Yu;JIN Pei-jie;XU Wei-ya;ZHAO Hai-bin;MEI Song-hua;College of Pipeline and Civil Engineering;China University of Petroleum;Hunan Provincial Key Laboratory of Hydropower Development Key Technology;Mid-south Design and Research Institute;Geotechnical Research Institute;Hohai University;
ZHANG Yu;JIN Pei-jie;XU Wei-ya;ZHAO Hai-bin;MEI Song-hua;College of Pipeline and Civil Engineering;China University of Petroleum;Hunan Provincial Key Laboratory of Hydropower Development Key Technology;Mid-south Design and Research Institute;Geotechnical Research Institute;Hohai University;
..............page:1291-1300
Air permeability of unsaturated fine sandy soil
PENG Er-xing;SUN Wen-bo;ZHANG Ding-wen;LIU Song-yu;ZHU Xiao-dan;School of Transportation;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;Nanjing Hydraulic Research Institute;Anhui Electric Power Design Institute;
PENG Er-xing;SUN Wen-bo;ZHANG Ding-wen;LIU Song-yu;ZHU Xiao-dan;School of Transportation;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;Nanjing Hydraulic Research Institute;Anhui Electric Power Design Institute;
..............page:1301-1306+1316
Coupled effects of hydrodynamic forces and pore structure on suspended particle transport and deposition in a saturated porous medium
ZHANG Peng-yuan;BAI Bing;JIANG Si-chen;School of Civil Engineering;Beijing Jiaotong University;
ZHANG Peng-yuan;BAI Bing;JIANG Si-chen;School of Civil Engineering;Beijing Jiaotong University;
..............page:1307-1316
Mechanical and microstructural properties changes of solidified sewage sludge due to cyclic freezing and thawing
HU Xue-tao;LIANG Bing;CHEN Yi-jun;XUE Qiang;WAN Yong;School of Mechanics and Engineering;Liaoning Technical University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
HU Xue-tao;LIANG Bing;CHEN Yi-jun;XUE Qiang;WAN Yong;School of Mechanics and Engineering;Liaoning Technical University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1317-1323
A numerical elastoplastic model based on generalized potential theory and its preliminary application
WEN Yong;YANG Guang-hua;TANG Lian-sheng;ZHONG Zhi-hui;YAO Jie;School of Earth Science and Geological Engineering;Sun Yat-Sen University;Post-Doctoral Scientific Research Station;Guangdong Research Institute of Water Resources and Hydropower;School of Civil and Architectural Engineering;Wuhan University;Geotechnical Engineering Technology Center of Guangdong Province;China Railway Siyuan Survey and Design Group Co.;Ltd.;
WEN Yong;YANG Guang-hua;TANG Lian-sheng;ZHONG Zhi-hui;YAO Jie;School of Earth Science and Geological Engineering;Sun Yat-Sen University;Post-Doctoral Scientific Research Station;Guangdong Research Institute of Water Resources and Hydropower;School of Civil and Architectural Engineering;Wuhan University;Geotechnical Engineering Technology Center of Guangdong Province;China Railway Siyuan Survey and Design Group Co.;Ltd.;
..............page:1324-1332
Experimental study of development of cryostructure and frost heave of the Qinghai-Tibet silty clay under one-dimensional freezing
WANG Yong-tao;WANG Da-yan;MA Wei;MU Yan-hu;GUAN Hui;GU Tong-xin;State Key Laboratory of Frozen Soils Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
WANG Yong-tao;WANG Da-yan;MA Wei;MU Yan-hu;GUAN Hui;GU Tong-xin;State Key Laboratory of Frozen Soils Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:1333-1342
..............page:1342+1450+1466
Progressive failure behavior of saturated fine sand based on digital image measuring system
GAO Jun-cheng;GUO Ying;JIA Jin-qing;TU Bing-xiong;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Institute of Geotechnical Engineering;Huaqiao University;
GAO Jun-cheng;GUO Ying;JIA Jin-qing;TU Bing-xiong;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Institute of Geotechnical Engineering;Huaqiao University;
..............page:1343-1350
Prediction model for surface subsidence and parameters inversion in valley bottom area
GUO Qing-biao;GUO Guang-li;Lü Xin;CHEN Tao;WANG Jin-tao;School of Environment Science and Spatial Informatics;China University of Mining and Technology;Geographic Information and Tourism College;Chuzhou University;
GUO Qing-biao;GUO Guang-li;Lü Xin;CHEN Tao;WANG Jin-tao;School of Environment Science and Spatial Informatics;China University of Mining and Technology;Geographic Information and Tourism College;Chuzhou University;
..............page:1351-1356+1364
A time-dependent constitutive model of the water-rich argillaceous slate surrounding a tunnel
ZUO Qing-jun;CHEN Ke;TAN Yun-zhi;HU Sheng-song;WANG Hong-xing;Hubei Key Laboratory of Construction and Management in Hydropower Engineering;China Three Gorges University;
ZUO Qing-jun;CHEN Ke;TAN Yun-zhi;HU Sheng-song;WANG Hong-xing;Hubei Key Laboratory of Construction and Management in Hydropower Engineering;China Three Gorges University;
..............page:1357-1364
Deformation characteristics of subgrade graded gravel with different water contents
LIU Bao;PHAM Duc Phong;SU Qian;GUI Bo;School of Civil Engineering;Southwest Jiaotong University;College of Techniques for Special Engineering;Le Quy Don Technical University;MOE Key Laboratory of High Speed Railway Engineering;Southwest Jiaotong University;
LIU Bao;PHAM Duc Phong;SU Qian;GUI Bo;School of Civil Engineering;Southwest Jiaotong University;College of Techniques for Special Engineering;Le Quy Don Technical University;MOE Key Laboratory of High Speed Railway Engineering;Southwest Jiaotong University;
..............page:1365-1372
Effects of strain rate and water content on uniaxial compressive characteristics of frozen soil
DU Hai-min;MA Wei;ZHANG Shu-juan;ZHOU Zhi-wei;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
DU Hai-min;MA Wei;ZHANG Shu-juan;ZHOU Zhi-wei;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
..............page:1373-1379
Influence of intermediate principal stress and major principal stress direction on the drainage-induced deformation of soft clay
GUO Lin;WANG Yu-ke;WANG Jun;ZHENG Min;WU Ting-yu;Architecture and Civil Engineering College;Wenzhou University;College of Civil & Transportation Engineering;Hohai University;School of Architectural and Surveying & Mapping Engineering;Jiangxi University of Science and Technology;Research Center of Coastal and Urban Geotechnical Engineering of Zhejiang University;
GUO Lin;WANG Yu-ke;WANG Jun;ZHENG Min;WU Ting-yu;Architecture and Civil Engineering College;Wenzhou University;College of Civil & Transportation Engineering;Hohai University;School of Architectural and Surveying & Mapping Engineering;Jiangxi University of Science and Technology;Research Center of Coastal and Urban Geotechnical Engineering of Zhejiang University;
..............page:1380-1387
Research on ultimate bearing capacity of Jinping-Ⅰ Arch Dam based on impoundment period inversion
CHENG Li;LIU Yao-ru;PAN Yuan-wei;YANG Qiang;ZHOU Zhong;XUE Li-jun;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;Schlumberger Technologies Ltd.;Power China Chengdu Engineering Corporation Limited;
CHENG Li;LIU Yao-ru;PAN Yuan-wei;YANG Qiang;ZHOU Zhong;XUE Li-jun;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;Schlumberger Technologies Ltd.;Power China Chengdu Engineering Corporation Limited;
..............page:1388-1398
Impact of longitudinal displacement profile relaxation on contract force acted on double shield TBM in squeezing ground
CHENG Jian-long;YANG Sheng-qi;LI Xue-hua;PAN Yu-cong;ZHAO Wei-sheng;TIAN Wen-ling;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mines;China University of Mining and Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
CHENG Jian-long;YANG Sheng-qi;LI Xue-hua;PAN Yu-cong;ZHAO Wei-sheng;TIAN Wen-ling;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mines;China University of Mining and Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1399-1407+1416
Anchorage scheme against imminent failure of slope based on on-site monitoring and 3D numerical modeling
LI Guo-wei;GU Zhong-wei;HE Guan-jun;ZHANG Jun-biao;WANG Run;HU Long-sheng;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Highway and Railway Research Institute;Hohai University;Geotechnical Research Institute;Hohai University;Guangdong Province Highway Co.;Ltd.;Qingdao Geologica Exploration institute of China Metallurgical Geology Bureau;Patent Examination Cooperation Jiangsu Center of Patent Office;SIPO;
LI Guo-wei;GU Zhong-wei;HE Guan-jun;ZHANG Jun-biao;WANG Run;HU Long-sheng;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Highway and Railway Research Institute;Hohai University;Geotechnical Research Institute;Hohai University;Guangdong Province Highway Co.;Ltd.;Qingdao Geologica Exploration institute of China Metallurgical Geology Bureau;Patent Examination Cooperation Jiangsu Center of Patent Office;SIPO;
..............page:1408-1416
Comparisons of spatial-effect approaches for tunnel excavation using convergence-confinement method
ZHANG Chang-guang;ZENG Kai-hua;School of Civil Engineering;Chang’an University;School of Civil Engineering and Architecture;Nanchang Institute of Technology;Jiangxi Provincial Engineering Research Center of the Special Reinforcement and Safety Monitoring Technology in Hydraulic & Civil Engineering;Nanchang Institute of Technology;
ZHANG Chang-guang;ZENG Kai-hua;School of Civil Engineering;Chang’an University;School of Civil Engineering and Architecture;Nanchang Institute of Technology;Jiangxi Provincial Engineering Research Center of the Special Reinforcement and Safety Monitoring Technology in Hydraulic & Civil Engineering;Nanchang Institute of Technology;
..............page:1417-1424
Sensitivity analysis of factors influencing support crushing in working face of improving upper limit under loose aquifer and countermeasures against support crushing
LI Ying-fu;HUA Xin-zhu;YANG Ke;LI Zhi-hua;Key Laboratory of Safety and High-efficiency Coal Mining;Ministry of Education;Anhui University of Science and Technology;Mobile Center of Post Doctor Science and Research of Mining Engineering;Anhui University of Science and Technology;
LI Ying-fu;HUA Xin-zhu;YANG Ke;LI Zhi-hua;Key Laboratory of Safety and High-efficiency Coal Mining;Ministry of Education;Anhui University of Science and Technology;Mobile Center of Post Doctor Science and Research of Mining Engineering;Anhui University of Science and Technology;
..............page:1425-1433
Analysis of law of ground deformation induced by caving mining in metal mines
XIA Kai-zong;CHEN Cong-xin;FU Hua;ZHENG Yun;DENG Yang-yang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
XIA Kai-zong;CHEN Cong-xin;FU Hua;ZHENG Yun;DENG Yang-yang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1434-1440
Study of presplitting blasting parameters and its application based on rock blasting-induced damage theory
CHEN Jun-hua;ZHANG Jia-sheng;LI Xin-ping;School of Civil Engineering;Central South University;National Engineering Laboratory for High Speed Railway Construction;Central South University;Hubei Key Laboratory of Road-Bridge and Structure Engineering;Wuhan University of Technology;
CHEN Jun-hua;ZHANG Jia-sheng;LI Xin-ping;School of Civil Engineering;Central South University;National Engineering Laboratory for High Speed Railway Construction;Central South University;Hubei Key Laboratory of Road-Bridge and Structure Engineering;Wuhan University of Technology;
..............page:1441-1450
Analysis of surrounding rock anisotropy based on measured seismic wave velocity——A case study of Tingzhou Tunnel in Ganzhou-Longyan Railway
LIU Cheng-yu;LIU Han-qing;HUANG Zhen;College of Environment and Resources;Fuzhou University;
LIU Cheng-yu;LIU Han-qing;HUANG Zhen;College of Environment and Resources;Fuzhou University;
..............page:1451-1457
Mining movable analysis of structure body in stope
CHEN Qing-fa;NIU Wen-jing;College of Resources and Metallurgy;Guangxi University;
CHEN Qing-fa;NIU Wen-jing;College of Resources and Metallurgy;Guangxi University;
..............page:1458-1466
A new system stiffness of retaining structure of deep foundation pit in soft soil area
ZHANG Ge;MAO Hai-he;Beijing Urban Construction Design and Development Group Limited;
ZHANG Ge;MAO Hai-he;Beijing Urban Construction Design and Development Group Limited;
..............page:1467-1474
Numerical analysis of the ultimate bearing capacity of the layered soil foundation with sand overlying clay
ZHENG Gang;ZHOU Hai-zuo;CHENG Xue-song;LIU Jing-jin;ZHENG Shuai-qun;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;
ZHENG Gang;ZHOU Hai-zuo;CHENG Xue-song;LIU Jing-jin;ZHENG Shuai-qun;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;
..............page:1475-1485+1496
Failure envelopes of single-pile composite bucket foundation of offshore wind turbine under combined loading conditions
LIU Run;QI Yue;LI Bao-ren;LIAN Ji-jian;DING Hong-yan;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Institute of Geotechnical Investigation & Surveying;
LIU Run;QI Yue;LI Bao-ren;LIAN Ji-jian;DING Hong-yan;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Institute of Geotechnical Investigation & Surveying;
..............page:1486-1496
Numerical simulation of mesoscopic seepage field of soil CT scanned slice based on lattice Boltzmann method
CUI Guan-zhe;SHEN Lin-fang;WANG Zhi-liang;TANG Zheng-guang;XU Ze-min;Faculty of Civil Engineering and Mechanics;Kunming University of Science and Technology;
CUI Guan-zhe;SHEN Lin-fang;WANG Zhi-liang;TANG Zheng-guang;XU Ze-min;Faculty of Civil Engineering and Mechanics;Kunming University of Science and Technology;
..............page:1497-1502
Study of anchoring mechanism and analysis of anchoring effect of fully grouted rock anchor in large-scale underground caverns
ZHOU Hao;XIAO Ming;CHEN Jun-tao;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;
ZHOU Hao;XIAO Ming;CHEN Jun-tao;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:1503-1511
Extended finite element simulation of hydraulic fracture based on ABAQUS platform
GONG Di-guang;QU Zhan-qing;LI Jian-xiong;QU Guan-zheng;CAO Yan-chao;GUO Tian-kui;School of Petroleum Engineering;China University of Petroleum;
GONG Di-guang;QU Zhan-qing;LI Jian-xiong;QU Guan-zheng;CAO Yan-chao;GUO Tian-kui;School of Petroleum Engineering;China University of Petroleum;
..............page:1512-1520
..............page:1521