1000-4548
2016 Issue S2
DEM simulation of mechanical behaviour of cemented sand under normal distribution of cementation strength
JIANG Ming-jing;LIAO You-bin;LIU Wei;TAN Ya-fei-ou;School of Environment and Architecture;University of Shanghai for Science and Technology;Key Laboratory of Geotechnical and Underground Engineering Ministry of Education;Tongji University;Dept of Geotechnical Engineering;Tongji University;
JIANG Ming-jing;LIAO You-bin;LIU Wei;TAN Ya-fei-ou;School of Environment and Architecture;University of Shanghai for Science and Technology;Key Laboratory of Geotechnical and Underground Engineering Ministry of Education;Tongji University;Dept of Geotechnical Engineering;Tongji University;
..............page:1-6
Some problems on polluted erosive durability of urban underground structures
LIU Song-yu;LI Hong-jiang;TONG Li-yuan;SONG Wen-feng;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;Shandong Zhengyuan Construction Engineering Co.;Ltd.;
LIU Song-yu;LI Hong-jiang;TONG Li-yuan;SONG Wen-feng;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;Shandong Zhengyuan Construction Engineering Co.;Ltd.;
..............page:7-17
New experimental methods for engineering properties of overburden of dam foundation and their applications
CHENG Zhan-lin;PAN Jia-jun;ZUO Yong-zhen;HU Sheng-gang;CHENG Yong-hui;Yangze River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of The Ministry of Water Resources;
CHENG Zhan-lin;PAN Jia-jun;ZUO Yong-zhen;HU Sheng-gang;CHENG Yong-hui;Yangze River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of The Ministry of Water Resources;
..............page:18-23
New technology for inner horizontal displacement monitoring in high concrete face rockfill dam
HE Ning;WANG Guo-li;HE Bin;WANG Zhang-chun;ZHOU Yan-zhang;QIAN Ya-jun;LI Deng-hua;ZHANG Gui-rong;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;
HE Ning;WANG Guo-li;HE Bin;WANG Zhang-chun;ZHOU Yan-zhang;QIAN Ya-jun;LI Deng-hua;ZHANG Gui-rong;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;
..............page:24-29
Oedometer expansion and direct shear tests on vetiver root-reinforced expansive soil with different water contents
ZHOU Cheng;LU Yong-zhen;HUANG Yue-hua;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;Key Lab of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;Nanjing Hydraulic Research Institute;
ZHOU Cheng;LU Yong-zhen;HUANG Yue-hua;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;Key Lab of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;Nanjing Hydraulic Research Institute;
..............page:30-35
Dielectric constant model for soil and its application in engineering
LIAO Hong-jian;SUN Jun-yu;ZAN Yue-wen;ZHU Qing-nü;GU Fei;School of Human Settlement and Civil Engineering;Xi’an Jiaotong University;School of Geosciences and Environment Engineering;Southwest Jiaotong University;
LIAO Hong-jian;SUN Jun-yu;ZAN Yue-wen;ZHU Qing-nü;GU Fei;School of Human Settlement and Civil Engineering;Xi’an Jiaotong University;School of Geosciences and Environment Engineering;Southwest Jiaotong University;
..............page:36-41
Influencing factors for unloading characteristics in saturated clay
YAN Shu-wang;ZHANG Jing-jing;TAO Lin;SUN Li-qiang;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
YAN Shu-wang;ZHANG Jing-jing;TAO Lin;SUN Li-qiang;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
..............page:42-47
Consolidation and static-dynamical stability of upstream tailings dam
HU Zai-qiang;YU Miao;LI Hong-ru;ZHANG Zhuang;School of Civil Engineering and Architecture;Xian University of Technology;
HU Zai-qiang;YU Miao;LI Hong-ru;ZHANG Zhuang;School of Civil Engineering and Architecture;Xian University of Technology;
..............page:48-53
Experimental study on dynamic properties of cemented sand
HAN Hua-qiang;CHEN Sheng-shui;FU Hua;ZHENG Cheng-feng;LING Hua;SHI Bei-xiao;Nanjing Hydraulic Research Institute;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Key Laboratory Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;
HAN Hua-qiang;CHEN Sheng-shui;FU Hua;ZHENG Cheng-feng;LING Hua;SHI Bei-xiao;Nanjing Hydraulic Research Institute;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Key Laboratory Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources;
..............page:54-60
Construction method for anchoring face rockfill dam and its stability
SHAO Shuai;YANG Chun-ming;SHAO Sheng-jun;Institute of Geotechnical Engineering of Xi’an University of Technology;Sichuan Dadu River Shuangjiangkou Hydropower Development Co.;Ltd.;Shaanxi Key Laboratory of Loess Mechanics and Engineering;
SHAO Shuai;YANG Chun-ming;SHAO Sheng-jun;Institute of Geotechnical Engineering of Xi’an University of Technology;Sichuan Dadu River Shuangjiangkou Hydropower Development Co.;Ltd.;Shaanxi Key Laboratory of Loess Mechanics and Engineering;
..............page:61-66
Prediction of excavation damage zone of a deep tunnel with large size subjected to high in-situ stress
ZHOU Dong;ZHAO Zhi-hong;ZHAO Jia-peng;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Department of Civil Engineering;Tsinghua University;
ZHOU Dong;ZHAO Zhi-hong;ZHAO Jia-peng;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Department of Civil Engineering;Tsinghua University;
..............page:67-72
Fissure morphology and mechanical characterization for structure-damaged expansive soil under triaxial compression tests
CHENG Ming-shu;WANG Shi-ji;MAO Xin;CHEN Zheng-han;JIANG Sheng-hua;College of Engineering and Technology;Southwest University;Department of Architectural Engineering;Logistical Engineering University of PLA;School of Civil and Environmental Engineering;Nanyang Technological University;
CHENG Ming-shu;WANG Shi-ji;MAO Xin;CHEN Zheng-han;JIANG Sheng-hua;College of Engineering and Technology;Southwest University;Department of Architectural Engineering;Logistical Engineering University of PLA;School of Civil and Environmental Engineering;Nanyang Technological University;
..............page:73-78
Influence of sampling methods and stress paths on the consolidated undrained shear behavior of saturated fine sand with medium density
GUO Ying;HAN Jie;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;
GUO Ying;HAN Jie;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;
..............page:79-84
Loading and unloading characteristics of mica-quartz schist and constitutive model for its unloading
LIU Zhi-yong;XIAO Ming-li;ZHUO Li;XIE Hong-qiang;HE Jiang-da;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resource and Hydropower;Sichuan University;
LIU Zhi-yong;XIAO Ming-li;ZHUO Li;XIE Hong-qiang;HE Jiang-da;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resource and Hydropower;Sichuan University;
..............page:85-91
Contact scouring tests on sandy gravel and cohesive soil
ZHU Ya-jun;PENG Jun;CHEN Qun;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Hydraulic and Hydroelectric Engineering;Sichuan University;Road & Municipal Design and Research Institute;China Railway Eryuan Engineering Group Co.;Ltd.;
ZHU Ya-jun;PENG Jun;CHEN Qun;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Hydraulic and Hydroelectric Engineering;Sichuan University;Road & Municipal Design and Research Institute;China Railway Eryuan Engineering Group Co.;Ltd.;
..............page:92-97
Quantitative description methods and anisotropic characteristics of reconstructed DFN model
XIE Jing;GAO Ming-zhong;ZHANG Ru;JIN Wen-cheng;LI Sheng-wei;TAN Qiang;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;Key Laboratory of Energy Engineering Safety and Mechanics on Disaster;Ministry of Education;
XIE Jing;GAO Ming-zhong;ZHANG Ru;JIN Wen-cheng;LI Sheng-wei;TAN Qiang;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;Key Laboratory of Energy Engineering Safety and Mechanics on Disaster;Ministry of Education;
..............page:98-103
Simplified soil water characteristic surface(SWCS) model and its applications to seepage analysis of unsaturated soil
WANG Ying-nan;CHEN Xi;WANG Dong-yong;YU Yu-zhen;School of Civil Engineering;Beijing Jiaotong University;China Civil Engineering Construction Corporation;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;
WANG Ying-nan;CHEN Xi;WANG Dong-yong;YU Yu-zhen;School of Civil Engineering;Beijing Jiaotong University;China Civil Engineering Construction Corporation;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;
..............page:104-109
Integrated prediction for rockburst of underground powerhouse of Houziyan hydropower station
JIA Zhe-qiang;ZHANG Ru;ZHANG Yan-fei;GAO Ming-zhong;LIU Qian-ying;LI An-qiang;XIE Jing;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;
JIA Zhe-qiang;ZHANG Ru;ZHANG Yan-fei;GAO Ming-zhong;LIU Qian-ying;LI An-qiang;XIE Jing;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;
..............page:110-116
Influence factors of strong self-weight collapsibility of Ili loess
ZHANG Ai-jun;XING Yi-chuan;HU Xin-li;WANG Hai-tao;GUO Min-xia;ZHANG Bo;GAO Ya-ping;College of Water Resources and Architectural Engineering;Northwest A&F University;China Institute of Water Resources and Hydropower Research;Administration of Xinjiang Ili River Basin Development and Construction;Xinjiang Investigation and Design Institute of Water Resources and Hydropower;
ZHANG Ai-jun;XING Yi-chuan;HU Xin-li;WANG Hai-tao;GUO Min-xia;ZHANG Bo;GAO Ya-ping;College of Water Resources and Architectural Engineering;Northwest A&F University;China Institute of Water Resources and Hydropower Research;Administration of Xinjiang Ili River Basin Development and Construction;Xinjiang Investigation and Design Institute of Water Resources and Hydropower;
..............page:117-122
Experimental study on effects of vacuum loading modes on clogging of drainage board filtration membranes
XU Kai;LIN Sheng-fa;GENG Zhi-zhou;HAN Ran-ran;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Fujian Provincial Institute of Architectural Design and Research;Tianjin Research Institute for Water Transport Engineering;
XU Kai;LIN Sheng-fa;GENG Zhi-zhou;HAN Ran-ran;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Fujian Provincial Institute of Architectural Design and Research;Tianjin Research Institute for Water Transport Engineering;
..............page:123-129
Quantitative analysis of influencing factors of subgrade service depth of civil airport runway
YANG Zhao-huan;CHENG Guo-yong;Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Geotechnical Engineering Institute;Tianjin University;Airport College;Civil Aviation University of China;
YANG Zhao-huan;CHENG Guo-yong;Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Geotechnical Engineering Institute;Tianjin University;Airport College;Civil Aviation University of China;
..............page:130-135
Effects of reinforcement replacement rates at pit bottom on safety of deep foundation pit of Xianghu metro subway station in Hangzhou
LIU Xue-zhu;ZHANG Yan-shu;GU Meng-na;ZHUANG Hai-yang;Geo-technical Engineering Company of Jiangsu Province;Institute of Geotechnical Engineering;Nanjing Technology University;
LIU Xue-zhu;ZHANG Yan-shu;GU Meng-na;ZHUANG Hai-yang;Geo-technical Engineering Company of Jiangsu Province;Institute of Geotechnical Engineering;Nanjing Technology University;
..............page:136-142
Numerical inversion study on comprehensive capacity of marine steel pipe pile based on field pile loading tests
WANG Ming-yuan;SHAN Zhi-gang;RAO Xi-bao;JIANG Ji-wei;PAN Jia-jun;DI Sheng-jie;Power China Huadong Engineering Corporation;Yangtze River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
WANG Ming-yuan;SHAN Zhi-gang;RAO Xi-bao;JIANG Ji-wei;PAN Jia-jun;DI Sheng-jie;Power China Huadong Engineering Corporation;Yangtze River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
..............page:143-148
Apparent kinetic viscosity of saturated Nanjing sand due to liquefaction-induced large deformation in torsional shear tests
HU Zhong-hua;WANG Rui;ZHUANG Hai-yang;CHEN Guo-xing;Institute of Geotechnical Engineering;Nanjing Tech University;
HU Zhong-hua;WANG Rui;ZHUANG Hai-yang;CHEN Guo-xing;Institute of Geotechnical Engineering;Nanjing Tech University;
..............page:149-154
Ground bearing capacity of piled mountain in soft soil area
LI Jia;YAN Shu-wang;LIN Shu;SUN Li-qiang;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;School of Civil Engineering;Tianjin University;
LI Jia;YAN Shu-wang;LIN Shu;SUN Li-qiang;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;School of Civil Engineering;Tianjin University;
..............page:155-160
Large-scale direct shear tests on accumulation body with different stone contents
YANG Ji-hong;DONG Jin-yu;HUANG Zhi-quan;ZHENG Zhu-guang;QI Dan;School of Resources and Environment;North China University of Water Resources and Electric Power;
YANG Ji-hong;DONG Jin-yu;HUANG Zhi-quan;ZHENG Zhu-guang;QI Dan;School of Resources and Environment;North China University of Water Resources and Electric Power;
..............page:161-166
Experimental study on resistance of pull-out cone penetration tests
WANG Ming-yuan;SHAN Zhi-gang;SONG Wei-kang;DI Sheng-jie;HU Sheng-gang;CHEN Fan-fan;Hydro China Huadong Engineering Corporation;School of Civil Engineering;Zhengzhou University;Changjiang River Scientific Research Institute;
WANG Ming-yuan;SHAN Zhi-gang;SONG Wei-kang;DI Sheng-jie;HU Sheng-gang;CHEN Fan-fan;Hydro China Huadong Engineering Corporation;School of Civil Engineering;Zhengzhou University;Changjiang River Scientific Research Institute;
..............page:167-171
Centrifuge modelling tests on loess landslides induced by irrigation
MU Huan-dong;SONG Deng-yan;ZHANG Mao-sheng;DENG Ya-hong;Institute of Geotechnical Engineering;Xi’an University of Technology;China JK Institute of Engineering Investigation and Design;Xi’an Center of China Geological Survey;Department of Geology Engineering;Chang’an University;
MU Huan-dong;SONG Deng-yan;ZHANG Mao-sheng;DENG Ya-hong;Institute of Geotechnical Engineering;Xi’an University of Technology;China JK Institute of Engineering Investigation and Design;Xi’an Center of China Geological Survey;Department of Geology Engineering;Chang’an University;
..............page:172-177
Model tests on modified coefficient of heavy dynamic penetration rod length
ZUO Yong-zhen;ZHAO Na;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
ZUO Yong-zhen;ZHAO Na;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:178-183
Test apparatus and method for field measurement of surface permeability
WU Meng-xi;CHENG Peng-da;FAN Fu-ping;LI Xiao-bin;Institute of Mechanics;Chinese Academy of Sciences;Power China Guiyang Engineering Corporation Limited;
WU Meng-xi;CHENG Peng-da;FAN Fu-ping;LI Xiao-bin;Institute of Mechanics;Chinese Academy of Sciences;Power China Guiyang Engineering Corporation Limited;
..............page:184-189
Excavation damage zone depth and influence factors of brittle rock
LI Jian-he;SHENG Qian;ZHU Ze-qi;LIU Shi-wei;CHENG Hong-zhan;ZHOU Xin-tao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
LI Jian-he;SHENG Qian;ZHU Ze-qi;LIU Shi-wei;CHENG Hong-zhan;ZHOU Xin-tao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:190-197
Experimental study on triaxial strength and deformation characteristics of frozen-improved loess
NIU Ya-qiang;WANG Xu;LIAO Meng-ke;JIANG Dai-jun;LIU De-ren;School of Civil Engineering;Lanzhou Jiaotong University;Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province;National and Provincial Joint Engineering Laboratory of Road &Bridge Disaster Prevention and Control;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
NIU Ya-qiang;WANG Xu;LIAO Meng-ke;JIANG Dai-jun;LIU De-ren;School of Civil Engineering;Lanzhou Jiaotong University;Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province;National and Provincial Joint Engineering Laboratory of Road &Bridge Disaster Prevention and Control;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
..............page:198-203
Inference method for optimal probability distribution function of shear strength parameters in geotechnical engineering
GONG Feng-qiang;HUANG Tian-lang;LI Xi-bing;School of Resources and Safety Engineering;Central South University;
GONG Feng-qiang;HUANG Tian-lang;LI Xi-bing;School of Resources and Safety Engineering;Central South University;
..............page:204-209
Functions of velocity or displacement along infinite slope soil profiles
ZHU Bao-qiang;ZHOU Cheng;State Key Laboratory of Hydraulics and Mountain River Engineering;Dept .of Geotechnical and Underground Engineering;College of Water Resource & Hydropower;Sichuan University;Key Lab of Failure Mechanism and Safety Control Techniques of Earth Rock Dam of the Ministry of Water Resources;Nanjing Hydraulic Research Institute;
ZHU Bao-qiang;ZHOU Cheng;State Key Laboratory of Hydraulics and Mountain River Engineering;Dept .of Geotechnical and Underground Engineering;College of Water Resource & Hydropower;Sichuan University;Key Lab of Failure Mechanism and Safety Control Techniques of Earth Rock Dam of the Ministry of Water Resources;Nanjing Hydraulic Research Institute;
..............page:210-215
Water retention behaviour of complete-intense weathering mudstone and its prediction
NIU Geng;SUN De-an;WEI Chang-fu;YAN Rong-tao;HE Jin-tang;YU Ming-bo;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;Department of Civil Engineering;Shanghai University;
NIU Geng;SUN De-an;WEI Chang-fu;YAN Rong-tao;HE Jin-tang;YU Ming-bo;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;Department of Civil Engineering;Shanghai University;
..............page:216-221
Effect and mechanism of hydro-mechanical path on deformation behavior of Yanji swelling rock
ZENG Zhi-xiong;KONG Ling-wei;HUANG Jue-hao;LING Xian-zhang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Harbin Institute of Technology;
ZENG Zhi-xiong;KONG Ling-wei;HUANG Jue-hao;LING Xian-zhang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Harbin Institute of Technology;
..............page:222-227
Shallow stability of subgrade slopes protected by rectangular frame structures and structural optimization
LIAN Ji-feng;LUO Qiang;JIANG Liang-wei;XIE Tao;YU Yue-ming;Dept of Civil Engineering;Southwest Jiaotong University;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;
LIAN Ji-feng;LUO Qiang;JIANG Liang-wei;XIE Tao;YU Yue-ming;Dept of Civil Engineering;Southwest Jiaotong University;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;
..............page:228-233
Numerical simulation of two-dimensional particle flow in broken rockfill materials
HAN Hong-xing;CHEN-Wei;QIU Zi-feng;FU Xu-dong;School of Civil and Architectural Engineering;Wuhan University;
HAN Hong-xing;CHEN-Wei;QIU Zi-feng;FU Xu-dong;School of Civil and Architectural Engineering;Wuhan University;
..............page:234-239
Development of test system for unsaturated soil water movement law considering influence of matrix potential
ZHU Qing-qing;MIAO Qiang-qiang;CHEN Zheng-han;YAO Zhi-hua;ZHANG Jun-hao;College of Chemical Engineering;Northwest University for Nationalities;Institute of Engineering Research& Design of PLA Xinjiang;Xinjiang People’s Armed Forces School;Department of Architectural Engineering;Logistical Engineering University of PLA;Department of Airdrome Construction Engineering University;
ZHU Qing-qing;MIAO Qiang-qiang;CHEN Zheng-han;YAO Zhi-hua;ZHANG Jun-hao;College of Chemical Engineering;Northwest University for Nationalities;Institute of Engineering Research& Design of PLA Xinjiang;Xinjiang People’s Armed Forces School;Department of Architectural Engineering;Logistical Engineering University of PLA;Department of Airdrome Construction Engineering University;
..............page:240-244
Calculation of borehole wall rock integrity based on borehole images and its application in evaluation of grouting effect in fractured rock mass
HAN Zeng-qiang;WANG Chuan-ying;ZHOU Ji-fang;WU Yu-teng;HU Sheng;WANG Jin-chao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Yalong River Hydropower Development Company;Ltd.;
HAN Zeng-qiang;WANG Chuan-ying;ZHOU Ji-fang;WU Yu-teng;HU Sheng;WANG Jin-chao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Yalong River Hydropower Development Company;Ltd.;
..............page:245-249
Optimization of layout pattern of underground laboratory cavern groups with buried depth of 2400m
QIU Zhi-qiang;GAO Ming-zhong;XIE Jing;ZHANG Zhao-peng;WANG Wen-yong;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource and Hydropower;Sichuan University;
QIU Zhi-qiang;GAO Ming-zhong;XIE Jing;ZHANG Zhao-peng;WANG Wen-yong;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource and Hydropower;Sichuan University;
..............page:250-254
Creep model for rockfill and its application to road ground projects
GENG Zhi-zhou;XU Kai;LI Xiong-wei;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Changzhou Institute of Technology;
GENG Zhi-zhou;XU Kai;LI Xiong-wei;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Changzhou Institute of Technology;
..............page:255-259
Dynamic behavior and response of rock and underground openings subjected to high initial stresses
LIAO Zhi-yi;ZHU Jian-bo;TANG Chun-an;Institute of Rock Instability and Seismicity Research;Dalian University of Technology;Department of Civil and Environmental Engineering;The Hong Kong Polytechnic University;Sate Key Laboratory of Hydraulic Engineering Simulation and Safety;School of Civil Engineering;Tianjin University;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;
LIAO Zhi-yi;ZHU Jian-bo;TANG Chun-an;Institute of Rock Instability and Seismicity Research;Dalian University of Technology;Department of Civil and Environmental Engineering;The Hong Kong Polytechnic University;Sate Key Laboratory of Hydraulic Engineering Simulation and Safety;School of Civil Engineering;Tianjin University;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;
..............page:260-265
Stress-strain characteristics of embedded concrete face rockfill dam
SHEN Ting;LI Guo-ying;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
SHEN Ting;LI Guo-ying;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
..............page:266-271
Assessment and modification of traditional methods for ground displacements induced by shield tunneling
ZHANG Zhi-guo;YANG Xuan;ZHAO Qi-hua;BAI Qiao-mu;School of Environment and Architecture;University of Shanghai for Science and Technology;State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering;Chongqing Jiaotong University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
ZHANG Zhi-guo;YANG Xuan;ZHAO Qi-hua;BAI Qiao-mu;School of Environment and Architecture;University of Shanghai for Science and Technology;State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering;Chongqing Jiaotong University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:272-279
New approach to predict relative air permeability based on water retention curve for unsaturated soils
ZHANG Zhao;LIU Feng-yin;LI Rong-jian;CHAI Jun-rui;GU Yu;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area;
ZHANG Zhao;LIU Feng-yin;LI Rong-jian;CHAI Jun-rui;GU Yu;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area;
..............page:280-285
Support capacity at roof cutting in mining of shallow coal seam
YANG Deng-feng;CHEN Zhong-hui;ZHU Di-jie;ZHANG Ling-fan;LIU Xin;School of Mechanics & Civil Engineering;China University of Mining & Technology;
YANG Deng-feng;CHEN Zhong-hui;ZHU Di-jie;ZHANG Ling-fan;LIU Xin;School of Mechanics & Civil Engineering;China University of Mining & Technology;
..............page:286-292
Deformation law of upstream slope during construction of high concrete-faced rock-fill dam
HU Zai-qiang;LAN Guan-qi;YU Miao;LI Hong-ru;Faculty of Civil Engineering and Architecture;Xi’an University of Technology;
HU Zai-qiang;LAN Guan-qi;YU Miao;LI Hong-ru;Faculty of Civil Engineering and Architecture;Xi’an University of Technology;
..............page:293-298
Experiments on influence of temperature on deformation of rock fills
SHI Bei-xiao;CAI Zheng-yin;CHEN Sheng-shui;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-rock Dam of the Ministry of Water Resources;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
SHI Bei-xiao;CAI Zheng-yin;CHEN Sheng-shui;Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-rock Dam of the Ministry of Water Resources;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
..............page:299-305
Acoustic emission space-time evolution rules and failure precursors of granite under uniaxial compression
LI An-qiang;ZHANG Ru;AI Ting;GAO Ming-zhong;ZHANG Ze-tian;LIU Qian-ying;XIE Jing;JIA Zhe-qiang;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;College of Architecture and Environment;Sichuan University;
LI An-qiang;ZHANG Ru;AI Ting;GAO Ming-zhong;ZHANG Ze-tian;LIU Qian-ying;XIE Jing;JIA Zhe-qiang;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;College of Architecture and Environment;Sichuan University;
..............page:306-311
Particle flow simulation for contact erosion between uniform particles
CHANG Li-ying;CHEN Qun;YE Fa-ming;Power China;Chengdu Engineering Corporation Limited;State Key Lab.of Hydraulics and Mountain River Eng;College of Water Resource and Hydropower;Sichuan University;
CHANG Li-ying;CHEN Qun;YE Fa-ming;Power China;Chengdu Engineering Corporation Limited;State Key Lab.of Hydraulics and Mountain River Eng;College of Water Resource and Hydropower;Sichuan University;
..............page:312-317
Creep acoustic emission of rock salt under triaxial compression
WU Chi;LIU Jian-feng;ZHOU Zhi-wei;ZHUO Yue;State key Lab.of Hydraulic and Mountain River Engineer;College of Water Resource and Hydropower;Sichuan Univ.;
WU Chi;LIU Jian-feng;ZHOU Zhi-wei;ZHUO Yue;State key Lab.of Hydraulic and Mountain River Engineer;College of Water Resource and Hydropower;Sichuan Univ.;
..............page:318-323
New method for excavation of deep foundation pit based on vacuum waterproof curtain and atmospheric pressure support
LI Jing-lin;WU Chun-yong;WANG Jian-ping;YANG Jie;LONG Yu-qiao;Nanjing Hydraulic Research Institute;Nanjing R&D Tech Group Co.;Ltd;
LI Jing-lin;WU Chun-yong;WANG Jian-ping;YANG Jie;LONG Yu-qiao;Nanjing Hydraulic Research Institute;Nanjing R&D Tech Group Co.;Ltd;
..............page:324-329
Laboratory tests on deformation characteristics of thermally treated Beishan granite under high pore water pressure
HU Shao-hua;ZHANG Guang;ZHAO Shun-li;JIANG Xiu-ling;CHEN Yi-feng;ZHOU Chuang-bing;School of Resource and Environment Engineering;Wuhan University of Technology;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;School of Civil Engineering and Architecture;Nanchang University;
HU Shao-hua;ZHANG Guang;ZHAO Shun-li;JIANG Xiu-ling;CHEN Yi-feng;ZHOU Chuang-bing;School of Resource and Environment Engineering;Wuhan University of Technology;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;School of Civil Engineering and Architecture;Nanchang University;
..............page:330-335
Damage mechanism and stress wave spectral characteristics of rock under tension
ZHANG Bo-hu;LIU Wei-feng;DENG Jian-hui;LIU Jian-feng;School of Geo-science and Technology;Southwest Petroleum University;State Key Laboratory of Hydraulic and Mountain River Engineering;
ZHANG Bo-hu;LIU Wei-feng;DENG Jian-hui;LIU Jian-feng;School of Geo-science and Technology;Southwest Petroleum University;State Key Laboratory of Hydraulic and Mountain River Engineering;
..............page:336-341
..............page:342