1000-4548
2015 Issue 11
..............page:1934
Seismic damage mechanism of high concrete face rockfill dams
CHEN Sheng-shui;WANG Ting-bo;FU Zhong-zhi;WEI Kuang-min;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques;Ministry of Water Resources;College of Civil Engineering;Tongji University;
CHEN Sheng-shui;WANG Ting-bo;FU Zhong-zhi;WEI Kuang-min;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques;Ministry of Water Resources;College of Civil Engineering;Tongji University;
..............page:1937-1944
Field loading tests on large-diameter rock-socketed bored piles of Wuhan Greenland Center Tower
WANG Wei-dong;WU Jiang-bin;NIE Shu-bo;Department of Underground Structure & Geotechnical Engineering;East China Architectural Design & Research Institute;Ltd.;
WANG Wei-dong;WU Jiang-bin;NIE Shu-bo;Department of Underground Structure & Geotechnical Engineering;East China Architectural Design & Research Institute;Ltd.;
..............page:1945-1954
..............page:1954
Relationship between small-strain shear modulus and growth of strength for stabilized silt
ZHANG Tao;LIU Song-yu;CAI Guo-jun;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;
ZHANG Tao;LIU Song-yu;CAI Guo-jun;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;
..............page:1955-1964
Elastoplastic analysis of cyclic torsion stress-strain responses of soft clays
WANG Jian-hua;CHENG Xing-lei;State Key Laboratory of Hydraulic Engineering Simulation and Safety of Tianjin University;Geotechnical Engineering Institute of Tianjin University;
WANG Jian-hua;CHENG Xing-lei;State Key Laboratory of Hydraulic Engineering Simulation and Safety of Tianjin University;Geotechnical Engineering Institute of Tianjin University;
..............page:1965-1970
Frequency-domain analysis method for longitudinal seismic response of super-long immersed tunnels
LIU Hong-zhe;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
LIU Hong-zhe;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:1971-1978
Three-dimensional elastic-plastic analysis method for piles in liquefiable ground
WANG Rui;ZHANG Jian-min;Institute of Geotechincal Engineering;Tsinghua University;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
WANG Rui;ZHANG Jian-min;Institute of Geotechincal Engineering;Tsinghua University;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
..............page:1979-1985
Nonlinear ground response based on the theory of wave propagation in two-phase media
LI Yong-qiang;JING Li-ping;SHAN Zhen-dong;ZHANG Feng;Institute of Engineering Mechanics;China Earthquake Administration;Department of Civil Engineering;Nagoya Institute of Technology;
LI Yong-qiang;JING Li-ping;SHAN Zhen-dong;ZHANG Feng;Institute of Engineering Mechanics;China Earthquake Administration;Department of Civil Engineering;Nagoya Institute of Technology;
..............page:1986-1991
Stick-up stability of large-diameter steel pipe pile considering combined wave-current loads
ZHOU Long;LIU Run;ZHANG Jin-feng;GUO Shao-zeng;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Key Laboratory of Port Geotechnical Engineering;Ministry of Transport;
ZHOU Long;LIU Run;ZHANG Jin-feng;GUO Shao-zeng;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Key Laboratory of Port Geotechnical Engineering;Ministry of Transport;
..............page:1992-1999
..............page:1999
Characterization of ageing effect of sands based on field testing indices
ZHOU Yan-guo;DING Hai-jun;CHEN Yun-min;HUANG Bo;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Institute of Geotechnical Engineering;Zhejiang University;
ZHOU Yan-guo;DING Hai-jun;CHEN Yun-min;HUANG Bo;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Institute of Geotechnical Engineering;Zhejiang University;
..............page:2000-2006
Dynamic analyses of a high earth-rockfill dam considering effects of solid-fluid coupling
WU Yong-kang;WANG Xiang-nan;DONG Wei-xin;YU Yu-zhen;State Key Laboratory of Hydroscience and Engineering;Department of Hydraulic Engineering;Tsinghua University;
WU Yong-kang;WANG Xiang-nan;DONG Wei-xin;YU Yu-zhen;State Key Laboratory of Hydroscience and Engineering;Department of Hydraulic Engineering;Tsinghua University;
..............page:2007-2013
Attenuation characteristics of peak ground acceleration and spectrum of near-field ground motions
HE Qiu-mei;LI Xiao-jun;DONG Di;LI Ya-qi;YANG Yu;Institute of Geophysics;China Earthquake Administration;College of Architecture and Civil Engineering;Beijing University of Technology;Earthquake Administration of Chongqing Municipality;Nuclear and Radiation Safety Center;Ministry of Environmental Protection of the People’s Republic of China;
HE Qiu-mei;LI Xiao-jun;DONG Di;LI Ya-qi;YANG Yu;Institute of Geophysics;China Earthquake Administration;College of Architecture and Civil Engineering;Beijing University of Technology;Earthquake Administration of Chongqing Municipality;Nuclear and Radiation Safety Center;Ministry of Environmental Protection of the People’s Republic of China;
..............page:2014-2023
..............page:2023
Cyclic accumulative deformation of sand and its explicit model
WANG Lei;ZHU Bin;LAI Xiang-hua;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;The Second Institute of Oceanography;SOA;
WANG Lei;ZHU Bin;LAI Xiang-hua;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;The Second Institute of Oceanography;SOA;
..............page:2024-2029
Innovative experimental method based on development of transparent rock mass materials for physical tests
LI Yuan-hai;LIN Zhi-bin;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining and Technology;School of Mechanics & Civil Engineering;China University of Mining and Technology;School of Civil Engineering;Henan Polytechnic University;
LI Yuan-hai;LIN Zhi-bin;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining and Technology;School of Mechanics & Civil Engineering;China University of Mining and Technology;School of Civil Engineering;Henan Polytechnic University;
..............page:2030-2039
A predictive model on equivalent number of strain cycles for earthquake loads
GAO Guang-yun;SHI Chao;CHEN Qing-sheng;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Civil and Environmental Engineering;National University of Singapore;
GAO Guang-yun;SHI Chao;CHEN Qing-sheng;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Civil and Environmental Engineering;National University of Singapore;
..............page:2040-2044
Mechanism of repeated rock bursts in extra-thick coal seam
YANG Wei-li;JIANG Fu-xing;YANG Peng;ZHU Quan-jie;WEI Quan-de;WANG Cun-wen;Civil & Environmental Engineering School;University of Science & Technology Beijing;Beijing Key Laboratory of Information Service Engineering;Beijing Union University;
YANG Wei-li;JIANG Fu-xing;YANG Peng;ZHU Quan-jie;WEI Quan-de;WANG Cun-wen;Civil & Environmental Engineering School;University of Science & Technology Beijing;Beijing Key Laboratory of Information Service Engineering;Beijing Union University;
..............page:2045-2050
Evaluating compaction quality of soil-rock mixture based on theory of elastic waves
ZHANG Xian-min;Lü Yao-zhi;DONG Qian;ZHANG Yu-hui;College of Airport;Civil Aviation University of China;Tianjin Municipal Engineering Design & Research Institute;School of Civil engineering Tianjin University;
ZHANG Xian-min;Lü Yao-zhi;DONG Qian;ZHANG Yu-hui;College of Airport;Civil Aviation University of China;Tianjin Municipal Engineering Design & Research Institute;School of Civil engineering Tianjin University;
..............page:2051-2057
Large-scale shaking model tests on anti-seismic and reinforcing measures for slope of Zipingpu earth-rock fill dam after “5.12” Wenchuan Earthquake
YANG Zheng-quan;ZHAO Jian-ming;LIU Xiao-sheng;ZHOU Guo-bin;LIU Qi-wang;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin;China Institute of Water Resources and Hydropower Research;Guangdong Hydropower Planning & Design Institute;
YANG Zheng-quan;ZHAO Jian-ming;LIU Xiao-sheng;ZHOU Guo-bin;LIU Qi-wang;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin;China Institute of Water Resources and Hydropower Research;Guangdong Hydropower Planning & Design Institute;
..............page:2058-2066
Practical method to predict settlement of subgrade induced by long-term traffic loads
ZHANG Xing-xing;ZHANG Jian-min;WEN Yan-feng;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin;China Institute of Water Resources and Hydropower Research;
ZHANG Xing-xing;ZHANG Jian-min;WEN Yan-feng;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin;China Institute of Water Resources and Hydropower Research;
..............page:2067-2072
Distribution characteristics of seismic subsidence of in-test field by explosion
XU Shun-hua;SUN Jun-jie;WANG Lan-min;Key Laboratory of Loess Earthquake Engineering;CEA & Gansu Province;Lanzhou Institute of Seismology;CEA;
XU Shun-hua;SUN Jun-jie;WANG Lan-min;Key Laboratory of Loess Earthquake Engineering;CEA & Gansu Province;Lanzhou Institute of Seismology;CEA;
..............page:2073-2078
Effect of seismic bedrock interface depth on surface motion parameters of deep site
ZHU Jiao;CHEN Guo-xing;XU Han-gang;Institute of Geotechnical Engineering;Nanjing Tech University;Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province;Earthquake Administration of Jiangsu Province;
ZHU Jiao;CHEN Guo-xing;XU Han-gang;Institute of Geotechnical Engineering;Nanjing Tech University;Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province;Earthquake Administration of Jiangsu Province;
..............page:2079-2087
Coupled DEM-FEM analysis of submarine pipelines with rock armor berm under impact load
QIU Chang-lin;WANG Jing;YAN Shu-wang;Geotechnical Institute;School of Civil Engineering;Tianjin University;
QIU Chang-lin;WANG Jing;YAN Shu-wang;Geotechnical Institute;School of Civil Engineering;Tianjin University;
..............page:2088-2093
..............page:2093
Liquefaction resistance of sand-gravel soils using small soil-box shaking table tests
WANG Bing-hui;CHEN Guo-xing;SUN Tian;LI Xiao-jun;School of Architecture and Civil Engineering;Jiangsu University of Science and Technology;Institute of Geotechnical Engineering;Nanjing Tech University;Institute of Geophysics;China Earthquake Administration;
WANG Bing-hui;CHEN Guo-xing;SUN Tian;LI Xiao-jun;School of Architecture and Civil Engineering;Jiangsu University of Science and Technology;Institute of Geotechnical Engineering;Nanjing Tech University;Institute of Geophysics;China Earthquake Administration;
..............page:2094-2100
Experimental investigation of uplift behavior of anchors and estimation of uplift capacity in sands
HAO Dong-xue;FU Sheng-nan;CHEN Rong;ZHANG Yong-jian;HOU Li-qun;School of Civil Engineering and Architecture;Northeast Dianli University;Hainan Electric Power Design and Research Institute;
HAO Dong-xue;FU Sheng-nan;CHEN Rong;ZHANG Yong-jian;HOU Li-qun;School of Civil Engineering and Architecture;Northeast Dianli University;Hainan Electric Power Design and Research Institute;
..............page:2101-2106
Horizontal vibration of a deeply buried plate anchor in sandy seabed
HE Rui;WANG Li-zhong;College of Harbor;Coastal and Offshore Engineering;Hohai University;College of Civil Engineering and Architecture;Zhejiang University;
HE Rui;WANG Li-zhong;College of Harbor;Coastal and Offshore Engineering;Hohai University;College of Civil Engineering and Architecture;Zhejiang University;
..............page:2107-2110
Advances in seismic design of earth-rockfill dams and foundations in China and revision of code based on lessons from Wenchuan Earthquake
LIU Xiao-sheng;ZHAO Jian-ming;YANG Yu-sheng;WANG Zhong-ning;YANG Zheng-quan;LIU Qi-wang;CHEN Ning;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin;China Institute of Water Resources and Hydropower Research;Engineering Research Center on Anti-Earthquake and Emergency Support Techniques of Hydropower Projects;Ministry of Water Resources;
LIU Xiao-sheng;ZHAO Jian-ming;YANG Yu-sheng;WANG Zhong-ning;YANG Zheng-quan;LIU Qi-wang;CHEN Ning;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin;China Institute of Water Resources and Hydropower Research;Engineering Research Center on Anti-Earthquake and Emergency Support Techniques of Hydropower Projects;Ministry of Water Resources;
..............page:2111-2118
Research progress and frontier scientific problems in loess dynamics
TIAN Wen-tong;SUN Jun-jie;WANG Lan-min;XU Shun-hua;LIU Kun;SUN Yu;Lanzhou Institute of Seismology;China Earthquake Administration;Key Laboratory of Loess Earthquake Engineering;China Earthquake Administration & Gansu Province;Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province;
TIAN Wen-tong;SUN Jun-jie;WANG Lan-min;XU Shun-hua;LIU Kun;SUN Yu;Lanzhou Institute of Seismology;China Earthquake Administration;Key Laboratory of Loess Earthquake Engineering;China Earthquake Administration & Gansu Province;Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province;
..............page:2119-2127
Seismic permanent deformation of earth-fill hill
LI Ming;XIN Hong-bo;Central Research Institute of Building and Construction;MCC Group;
LI Ming;XIN Hong-bo;Central Research Institute of Building and Construction;MCC Group;
..............page:2128-2132