1000-4548
2014 Issue 10
..............page:1758
DEM investigation on mechanical properties of methane hydrate bearing soils under different temperatures and pore-water pressures
JIANG Ming-jing;ZHU Fang-yuan;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Key Laboratory of Geotechnical & Underground Engineering;Ministry of Education;
JIANG Ming-jing;ZHU Fang-yuan;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Key Laboratory of Geotechnical & Underground Engineering;Ministry of Education;
..............page:1761-1769
..............page:1769
Centrifugal simulation of wave loading on a cylindrical breakwater
XU Guang-ming;GU Xing-wen;CAI Zheng-yin;REN Guo-feng;Nanjing Hydraulic Research Institute;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;
XU Guang-ming;GU Xing-wen;CAI Zheng-yin;REN Guo-feng;Nanjing Hydraulic Research Institute;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;
..............page:1770-1776
Effects of particle size on characteristics of transportation and deposition of suspended particles in porous media
LIU Quan-sheng;CUI Xian-ze;ZHANG Cheng-yuan;ZHAN Ting;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Wuhan University;
LIU Quan-sheng;CUI Xian-ze;ZHANG Cheng-yuan;ZHAN Ting;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Wuhan University;
..............page:1777-1783
Centrifuge modelling of rainfall-induced slope failure in silty soils and validation of intensity-duration curves
ZHAN Liang-tong;LIU Xiao-chuan;TAI Pei;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;
ZHAN Liang-tong;LIU Xiao-chuan;TAI Pei;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;
..............page:1784-1790
Parallel tests on preparation of samples with sand pourer
MA Xian-feng;KONG Ling-gang;FANG Wei;GONG Bi-wei;LI Hao;XU Guang-ming;ZHAO Wei;ZHANG Xue-dong;CHEN Yun-min;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;School of Traffic and Transportation Engineering;Changsha University of Science and Technology;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Nanjing Hydraulic Research Institute;Institute of Geotechnical Engineering;School of Civil and Hydraulic Engineering;Dalian University of Technology;Department of Geotechnical Engineering;China Institute of Water Resources and Hydropower Research;
MA Xian-feng;KONG Ling-gang;FANG Wei;GONG Bi-wei;LI Hao;XU Guang-ming;ZHAO Wei;ZHANG Xue-dong;CHEN Yun-min;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;School of Traffic and Transportation Engineering;Changsha University of Science and Technology;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Nanjing Hydraulic Research Institute;Institute of Geotechnical Engineering;School of Civil and Hydraulic Engineering;Dalian University of Technology;Department of Geotechnical Engineering;China Institute of Water Resources and Hydropower Research;
..............page:1791-1801
..............page:1801
Filter criteria for gravelly clayey soils with cracks
CHEN Qun;DUAN Bo;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Hydraulic and Hydropower Engineering;Sichuan University;HydroChina Kunming Engineering Corporation;
CHEN Qun;DUAN Bo;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Hydraulic and Hydropower Engineering;Sichuan University;HydroChina Kunming Engineering Corporation;
..............page:1802-1807
Design of grouting parameters in rock based on grouting time
FU Ping;QIN Peng-fei;WANG Chun;YANG Xiao-dong;China Institute of Water Resources and Hydropower Research;
FU Ping;QIN Peng-fei;WANG Chun;YANG Xiao-dong;China Institute of Water Resources and Hydropower Research;
..............page:1808-1813
Dynamic damage constitutive model for persistent jointed rock mass based on combination model method
LIU Hong-yan;Lü Shu-ran;ZHANG Li-min;College of Engineering & Technology;China University of Geoseiences;School of Engineering;Tibet University;Key Laboratory on Deep GeoDrilling Technology;Ministry of Land and Resources;School of Safety and Environment Engineering;Capital University of Economics and Business;Civil and Environmental Engineering School;University of Science and Technology Beijing;Hebei Chengde Iron and Steel Corporation;
LIU Hong-yan;Lü Shu-ran;ZHANG Li-min;College of Engineering & Technology;China University of Geoseiences;School of Engineering;Tibet University;Key Laboratory on Deep GeoDrilling Technology;Ministry of Land and Resources;School of Safety and Environment Engineering;Capital University of Economics and Business;Civil and Environmental Engineering School;University of Science and Technology Beijing;Hebei Chengde Iron and Steel Corporation;
..............page:1814-1821
Centrifuge modelling on tetrapod jacket foundation subjected to lateral loads
ZHU Bin;LI Tao;BI Ming-jun;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;Guangdong Electric Power Design Institute;China Energy Engineering Group Co.;Ltd.;
ZHU Bin;LI Tao;BI Ming-jun;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;Guangdong Electric Power Design Institute;China Energy Engineering Group Co.;Ltd.;
..............page:1822-1830
Thixotropy induced by vibration pore water pressure of saturated sands under cyclic loadings
WANG Zhi-hua;Lü Cong;XU Zhen-wei;ZHOU En-quan;CHEN Guo-xing;Research Center of Urban Underground Space;Nanjing University of Technology;Institute of Geotechnical Engineering;Nanjing University of Technology;
WANG Zhi-hua;Lü Cong;XU Zhen-wei;ZHOU En-quan;CHEN Guo-xing;Research Center of Urban Underground Space;Nanjing University of Technology;Institute of Geotechnical Engineering;Nanjing University of Technology;
..............page:1831-1837
dao nian zeng guo xi jiao shou
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:1837
Characterization of reconsolidation volumetric strain of liquefied sand and validation by centrifuge model tests
ZHOU Yan-guo;LI Yong-gang;DING Hai-jun;CHEN Yun-min;LING Dao-sheng;ISHIKAWA Akira;SHAMOTO Yasuhiro;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Institute of Geotechnical Engineering;Zhejiang University;Institute of Technology;Shimizu Corporation;
ZHOU Yan-guo;LI Yong-gang;DING Hai-jun;CHEN Yun-min;LING Dao-sheng;ISHIKAWA Akira;SHAMOTO Yasuhiro;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Institute of Geotechnical Engineering;Zhejiang University;Institute of Technology;Shimizu Corporation;
..............page:1838-1845
A new nonlinear rheological damage model for rock
YANG Sheng-qi;XU Peng;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
YANG Sheng-qi;XU Peng;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
..............page:1846-1854
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:1854
Evolution mode of retrogressive landslide
ZHOU Yue-feng;GONG Bi-wei;HU Bo;XU Kai;Key Laboratory of Geotechnical Mechanics and Engineering;Yangtze River Scientific Research Institute;Department of Civil Engineering;The University of Hong Kong;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
ZHOU Yue-feng;GONG Bi-wei;HU Bo;XU Kai;Key Laboratory of Geotechnical Mechanics and Engineering;Yangtze River Scientific Research Institute;Department of Civil Engineering;The University of Hong Kong;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
..............page:1855-1862
Experimental study on biodegradation-compression properties of municipal solid waste
ZHAO Yan-ru;XIE Qiang;ZHANG Yong-xing;ZHANG Yong-jian;ZHAO Cheng-ran;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Areas;Ministry of Education;Lanzhou Railway Survey and Design Institute Co.;Ltd.;
ZHAO Yan-ru;XIE Qiang;ZHANG Yong-xing;ZHANG Yong-jian;ZHAO Cheng-ran;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Areas;Ministry of Education;Lanzhou Railway Survey and Design Institute Co.;Ltd.;
..............page:1863-1871
Experimental study on control element of sand pourer preparation of sand foundation model
LI Hao;LUO Qiang;ZHANG Zheng;ZHANG Liang;JIANG Liang-wei;School of Civil Engineering;Southwest Jiaotong University;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;
LI Hao;LUO Qiang;ZHANG Zheng;ZHANG Liang;JIANG Liang-wei;School of Civil Engineering;Southwest Jiaotong University;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;
..............page:1872-1878
Analytical method for insulation layer thickness of highway tunnels with multilayer dielectric in cold regions
FENG Qiang;JIANG Bin-song;State Key Laboratory For Geomechanics and Deep Underground Engineering;China University of Mining & Technology;School of Civil Engineering and Architecture;Shandong University of Science and Technology;
FENG Qiang;JIANG Bin-song;State Key Laboratory For Geomechanics and Deep Underground Engineering;China University of Mining & Technology;School of Civil Engineering and Architecture;Shandong University of Science and Technology;
..............page:1879-1887
Three-dimensional modeling of particle transport in porous media considering accelerated effects
CHEN Xing-xin;BAI Bing;YU Jin;CAI Qi-peng;School of Civil Engineering;Huaqiao University;School of Civil Engineering;Beijing Jiaotong University;
CHEN Xing-xin;BAI Bing;YU Jin;CAI Qi-peng;School of Civil Engineering;Huaqiao University;School of Civil Engineering;Beijing Jiaotong University;
..............page:1888-1895
Application of thermosyphons and insulated boards in Qinghai-Tibet DC Interconnection Project in permafrost regions
MU Yan-hu;YU Qi-hao;LI Guo-yu;MA Wei;MAO Yun-cheng;GUO Lei;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Gansu Communication Research Institute;
MU Yan-hu;YU Qi-hao;LI Guo-yu;MA Wei;MAO Yun-cheng;GUO Lei;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Gansu Communication Research Institute;
..............page:1896-1907
Effect of principal stress orientation on stability of surrounding rock of tunnels
LI Yuan-xin;ZHU Zhe-ming;FAN Jun-li;School of Architecture and Environment;Sichuan University;
LI Yuan-xin;ZHU Zhe-ming;FAN Jun-li;School of Architecture and Environment;Sichuan University;
..............page:1908-1914
Experimental research on ultrasonic velocity and acoustic emission properties of granite under failure process
LI Hao-ran;YANG Chun-he;LIU Yu-gang;CHEN Feng;MA Hong-ling;WANG Bing-wu;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory for Exploitation of Southwestern Resources and Environmental Disaster Control Engineering;Ministry of Education;Chongqing University;Petro China West East Gas Pipeline Company;
LI Hao-ran;YANG Chun-he;LIU Yu-gang;CHEN Feng;MA Hong-ling;WANG Bing-wu;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory for Exploitation of Southwestern Resources and Environmental Disaster Control Engineering;Ministry of Education;Chongqing University;Petro China West East Gas Pipeline Company;
..............page:1915-1923
..............page:1923
Anisotropy analysis method for stability of open-pit slope rock mass and its application
SHI Wen-hao;YANG Tian-hong;WANG Pei-tao;HU Gao-jian;ZHU Xin-ping;XIAO Ping;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;Center for Rock Instability and Seismicity Research;Northeastern University;China Coal Technology and Engineering Group Shenyang Institute;West Open-pit Mine of Fushun Mining Group;
SHI Wen-hao;YANG Tian-hong;WANG Pei-tao;HU Gao-jian;ZHU Xin-ping;XIAO Ping;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;Center for Rock Instability and Seismicity Research;Northeastern University;China Coal Technology and Engineering Group Shenyang Institute;West Open-pit Mine of Fushun Mining Group;
..............page:1924-1933
A generalized joint element method
WEI Li-de;WEI Chang-fu;Institute of Rock and Soil Mechanics;The Chinese Academy of Sciences;State Key Laboratory of Geomechanics and Geotechnical Engineering;
WEI Li-de;WEI Chang-fu;Institute of Rock and Soil Mechanics;The Chinese Academy of Sciences;State Key Laboratory of Geomechanics and Geotechnical Engineering;
..............page:1934-1939
Optimization of picking mine microseismic P-wave arrival time and its application in reducing error of source locating
HU Jing-yun;LI Shu-lin;Changsha Institute of Mining Research;School of Architectural and Civil Engineering;Xiamen University;
HU Jing-yun;LI Shu-lin;Changsha Institute of Mining Research;School of Architectural and Civil Engineering;Xiamen University;
..............page:1940-1946
Nonlinear four-parameter K–G model for rockfills
JIN Xin-xin;DU Li-hui;WANG Xiao-yue;The State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
JIN Xin-xin;DU Li-hui;WANG Xiao-yue;The State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
..............page:1947-1952