1000-6915
2016 Issue S1
Analysis of influence of geometric parameters of columnar joints on tunnel stability by DDA
HAO Xianjie;FENG Xiating;CHEN Bingrui;JIANG Quan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
HAO Xianjie;FENG Xiating;CHEN Bingrui;JIANG Quan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2593-2602
End effects on strengths of rocks under true triaxial compression
YOU Mingqing;School of Energy Science and Engineering;Henan Polytechnic University;
YOU Mingqing;School of Energy Science and Engineering;Henan Polytechnic University;
..............page:2603-2607
Study of true triaxial strength of rock and modified method of Mohr-Coulomb criterion shape function
ZHANG Shihuai;WU Shunchuan;WU Haoyan;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;University of Science and Technology Beijing;
ZHANG Shihuai;WU Shunchuan;WU Haoyan;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;University of Science and Technology Beijing;
..............page:2608-2619
Experimental study on coal strain induced by methane sorption/desorption and effect of pore features
ZHU Jie;ZHANG Min;CHUAN Lijing;TANG Jun;ZHAO Fei;School of Mechanics and Civil Engineering;China University of Mining and Technology;
ZHU Jie;ZHANG Min;CHUAN Lijing;TANG Jun;ZHAO Fei;School of Mechanics and Civil Engineering;China University of Mining and Technology;
..............page:2620-2626
Development of nonlinear elasto-plastic constitutive model for rock based on Hoek-Brown yield criterion and its numerical implementation
SHU Cai;SHI Feng;HU Guozhong;WANG Hongtu;State Key Laboratory of Coal Mine Disaster Dynamic and Control;Chongqing University;National and Local Joint Engineering Laboratory of Gas Drainage in Complex Coal Seam;Chongqing University;School of Mines;China University of Mining and Technology;
SHU Cai;SHI Feng;HU Guozhong;WANG Hongtu;State Key Laboratory of Coal Mine Disaster Dynamic and Control;Chongqing University;National and Local Joint Engineering Laboratory of Gas Drainage in Complex Coal Seam;Chongqing University;School of Mines;China University of Mining and Technology;
..............page:2627-2634
Relations between macro- and meso-scopic mechanical parameters of granite based on actual distributions of mesocompositions
XU Jinming;HUANG Dayong;ZHU Hongchang;Department of Civil Engineering;Shanghai University;Department of Civil Engineering;Changzhou Institute of Engineering Technology;
XU Jinming;HUANG Dayong;ZHU Hongchang;Department of Civil Engineering;Shanghai University;Department of Civil Engineering;Changzhou Institute of Engineering Technology;
..............page:2635-2643
Research on long-term creep failure of brittle rock based on micromechanics
SHAO Zhushan;LI Xiaozhao;School of Civil Engineering;Xi’an University of Architecture and Technology;
SHAO Zhushan;LI Xiaozhao;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:2644-2652
Triaxial unloading creep experimental study of sandy mudstone
HUANG Xing;LIU Quansheng;KANG Yongshui;PAN Yucong;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education Wuhan University;
HUANG Xing;LIU Quansheng;KANG Yongshui;PAN Yucong;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education Wuhan University;
..............page:2653-2662
Experimental study of pre-peak and post-peak stress relaxation behavior of silty mudstone
YU Huaichang;DONG Jinyu;LIU Handong;HUANG Zhiquan;SHI Guangcheng;School of Resources and Environment;North China University of Water Resources and Electric Power;
YU Huaichang;DONG Jinyu;LIU Handong;HUANG Zhiquan;SHI Guangcheng;School of Resources and Environment;North China University of Water Resources and Electric Power;
..............page:2663-2672
Research on rapid and long-runout mechanisms of rockslide debris using ring shear tests
ZHANG Ming;WANG Zhengbo;SUN Lin;Engineering Research Center of Rock and Soil Drilling and Protection;Ministry of Education;China University of Geosciences;Faculty of Engineering;China University of Geosciences;Hebei Jiaotong Vocational and Technical College;
ZHANG Ming;WANG Zhengbo;SUN Lin;Engineering Research Center of Rock and Soil Drilling and Protection;Ministry of Education;China University of Geosciences;Faculty of Engineering;China University of Geosciences;Hebei Jiaotong Vocational and Technical College;
..............page:2673-2681
Study on strength parameters of in-situ rock mass considering intermidiate principal stress
FAN Lei;HUANG Zhengjia;ZHOU Huoming;ZHANG Yihu;LI Weishu;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Yangtze River Scientific Research Institute;
FAN Lei;HUANG Zhengjia;ZHOU Huoming;ZHANG Yihu;LI Weishu;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:2682-2686
Research on splitting-tensile tests and thermal damage of granite under post-high temperature
FANG Xinyu;XU Jinyu;LIU Shi;WANG Peng;Department of Airfield and Building Engineering;Air Force Engineering University;College of Mechanics and Civil Architecture;Northwest Polytechnic University;
FANG Xinyu;XU Jinyu;LIU Shi;WANG Peng;Department of Airfield and Building Engineering;Air Force Engineering University;College of Mechanics and Civil Architecture;Northwest Polytechnic University;
..............page:2687-2694
Research on particle breakage of rockfill material based on modified Duncan-Chang model
LI Xuemei;LI Hongwen;ZHENG Minsheng;ZHANG Xiaohua;Zhejiang Institute of Hydraulics and Estuary;Zhejiang Provincial Key Laboratory of Hydraulics Disaster Prevention and Mitigation;Zhejiang Guangchuan Engineering Consulting Co.;Ltd.;
LI Xuemei;LI Hongwen;ZHENG Minsheng;ZHANG Xiaohua;Zhejiang Institute of Hydraulics and Estuary;Zhejiang Provincial Key Laboratory of Hydraulics Disaster Prevention and Mitigation;Zhejiang Guangchuan Engineering Consulting Co.;Ltd.;
..............page:2695-2701
Acoustic emission study on frozen sandy mudstone in Brazilian splitting test
LIU Bo;ZHANG Gong;LI Shouding;LI Xiao;XU Wei;YANG Weihong;School of Mechanics and Civil Engineering;China University of Mining and Technology;State Key Laboratory of Deep Geomechanics and Underground Engineering;China University of Mining and Technology;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;
LIU Bo;ZHANG Gong;LI Shouding;LI Xiao;XU Wei;YANG Weihong;School of Mechanics and Civil Engineering;China University of Mining and Technology;State Key Laboratory of Deep Geomechanics and Underground Engineering;China University of Mining and Technology;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;
..............page:2702-2709
Hydraulic fracture prediction theory based on the maximum tangential strain criterion
TANG Shibin;ZHANG Heng;Center of Rock Instability and Seismicity Research;School of Civil Engineering;Dalian University of Technology;
TANG Shibin;ZHANG Heng;Center of Rock Instability and Seismicity Research;School of Civil Engineering;Dalian University of Technology;
..............page:2710-2719
Experimental study on hydraulic fracture geometry of tight sandstone from Xujiahe group
WEI Yuanlong;YANG Chunhe;GUO Yintong;LIU Wei;WANG Lei;HOU Zhenkun;XU Feng;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
WEI Yuanlong;YANG Chunhe;GUO Yintong;LIU Wei;WANG Lei;HOU Zhenkun;XU Feng;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2720-2731
Modification of Hoek-Brown criterion and its application
LI Shuobiao;XUE Yadong;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
LI Shuobiao;XUE Yadong;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:2732-2738
Experimental study on deformation and strength properties of hollow cylindrical specimens of limestone under compression
SU Chengdong;LI Bingyang;WU Qiuhong;School of Energy Science and Engineering;Henan Polytechnic University;Collaborative Innovation Center of Coal Work Safety;Henan Province;Henan Polytechnic University;School of Resources and Safety Engineering;Central South University;
SU Chengdong;LI Bingyang;WU Qiuhong;School of Energy Science and Engineering;Henan Polytechnic University;Collaborative Innovation Center of Coal Work Safety;Henan Province;Henan Polytechnic University;School of Resources and Safety Engineering;Central South University;
..............page:2739-2748
Non-equilibrium effect of rock under quasi-static loading condition
WANG Xinyu;SHAO Zhushan;SONG Lin;College of Civil Engineering;Xi’an University of Architecture and Technology;China Railway First Group Co.;Ltd.;
WANG Xinyu;SHAO Zhushan;SONG Lin;College of Civil Engineering;Xi’an University of Architecture and Technology;China Railway First Group Co.;Ltd.;
..............page:2749-2757
Distribution and control technology of rock damage induced by air-deck charge presplitting blasting
ZHU Qiang;CHEN Ming;ZHENG Bingxu;YAN Peng;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Wuhan University;Guangdong Hongda Blasting Co.;Ltd.;
ZHU Qiang;CHEN Ming;ZHENG Bingxu;YAN Peng;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Wuhan University;Guangdong Hongda Blasting Co.;Ltd.;
..............page:2758-2765
Research advances of tunnel boring machine performance prediction models for hard rock
LIU Quansheng;LIU Jianping;PAN Yucong;KONG Xiaoxuan;CUI Xianze;HUANG Shibing;WEI Lai;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province;School of Civil Engineering;Wuhan University;
LIU Quansheng;LIU Jianping;PAN Yucong;KONG Xiaoxuan;CUI Xianze;HUANG Shibing;WEI Lai;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province;School of Civil Engineering;Wuhan University;
..............page:2766-2786
Stress from crystllization in ideal pores
JU Xiaodong;FENG Wenjuan;ZHANG Yujun;ZHAO Hongbo;Civil Engineering School;Henan polytechnic University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
JU Xiaodong;FENG Wenjuan;ZHANG Yujun;ZHAO Hongbo;Civil Engineering School;Henan polytechnic University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2787-2794
Experiment study of synergistic anchorage efficiency in anchorage body with preload bolt
LONG Jingkui;LIU Yutian;State Key laboratory for Geo-mechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;Xuhai College;China University of Mining and Technology;
LONG Jingkui;LIU Yutian;State Key laboratory for Geo-mechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;Xuhai College;China University of Mining and Technology;
..............page:2795-2802
Algorithm and simulation methods for the soft longitudinal joint of the concrete faces in high concrete-faced rockfill dams
ZHOU Mozhen;ZHANG Bingyin;WANG Wei;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
ZHOU Mozhen;ZHANG Bingyin;WANG Wei;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
..............page:2803-2810
Test investigation of triaxial compressive strength of coarse sandstone after high temperature
XU Chongbang;ZHOU Hesheng;Research Institute of Highway Ministry Transport;CIECC Engineering Company Limited;
XU Chongbang;ZHOU Hesheng;Research Institute of Highway Ministry Transport;CIECC Engineering Company Limited;
..............page:2811-2818
Research on influence of initial horizontal principal stress on stress shadow
XIA Lei;ZENG Yawu;JIN Lei;YE Yang;School of Civil and Architectural Engineering;Wuhan University;
XIA Lei;ZENG Yawu;JIN Lei;YE Yang;School of Civil and Architectural Engineering;Wuhan University;
..............page:2819-2825
Experimental research on size effect of acoustic emission location accuracy
XU Jiang;LI Yi;TIAN Aoxue;QU Jiamei;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
XU Jiang;LI Yi;TIAN Aoxue;QU Jiamei;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
..............page:2826-2835
Study of borehole geometric shape features under plane stress state
WANG Chuanying;HAN Zengqiang;WANG Jinchao;WANG Yiteng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
WANG Chuanying;HAN Zengqiang;WANG Jinchao;WANG Yiteng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2836-2842
Testing study of rheological characteristic of marble being in residual strength stage
LIU Zhiyong;ZHUO Li;XIAO Mingli;XIE Hongqiang;HE Jiangda;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resource and Hydropower;Sichuan University;
LIU Zhiyong;ZHUO Li;XIAO Mingli;XIE Hongqiang;HE Jiangda;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resource and Hydropower;Sichuan University;
..............page:2843-2852
Development and application of fracturing and seepage experimental system for multi-physical field and multiphase coupling of porous media
YIN Guangzhi;LI Wenpu;XU Jiang;LI Minghui;WANG Weizhong;LI Xing;JIANG Changbao;DENG Bozhi;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;College of Resources and Environmental Sciences;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;
YIN Guangzhi;LI Wenpu;XU Jiang;LI Minghui;WANG Weizhong;LI Xing;JIANG Changbao;DENG Bozhi;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;College of Resources and Environmental Sciences;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;
..............page:2853-2861
Laboratory test research on borehole strain and electrical resistivity response characteristic of coal samples in hydraulic fracture process
MA Yankun;LIU Zegong;CHENG Yunhai;ZHOU Jian;WU Hao;SUN Jian;Key Laboratory of Safety and High-efficiency Coal Mining;Ministry of Education;Anhui University of Science and Technology;
MA Yankun;LIU Zegong;CHENG Yunhai;ZHOU Jian;WU Hao;SUN Jian;Key Laboratory of Safety and High-efficiency Coal Mining;Ministry of Education;Anhui University of Science and Technology;
..............page:2862-2868
The evolution of sandstone energy dissipation under cyclic loading and unloading
DENG Huafeng;HU Yu;LI Jianlin;WANG Zhe;ZHANG Xiaojing;HU Anlong;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area;
DENG Huafeng;HU Yu;LI Jianlin;WANG Zhe;ZHANG Xiaojing;HU Anlong;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area;
..............page:2869-2875
Experimental study on physico-mechanical properties of grouted completely weathered granite
YUAN Jingqiang;CHEN Weizhong;HUANG Shiwu;LIU Jinquan;ZHOU Xiaosheng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Geotechnical and Structural Engineering Research Center;Shandong University;Guangxi Xinda Highway Co.;Ltd.;
YUAN Jingqiang;CHEN Weizhong;HUANG Shiwu;LIU Jinquan;ZHOU Xiaosheng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Geotechnical and Structural Engineering Research Center;Shandong University;Guangxi Xinda Highway Co.;Ltd.;
..............page:2876-2882
Study on deformation mechanism and energy dissipation of rock creep under step loading
XIN Yajun;LI Mengyuan;School of Energy Science and Engineering;Henan Polytechnic University;Collaborative Innovation Center of Coal Safety Production of Henan Province;Henan Polytechnic University;
XIN Yajun;LI Mengyuan;School of Energy Science and Engineering;Henan Polytechnic University;Collaborative Innovation Center of Coal Safety Production of Henan Province;Henan Polytechnic University;
..............page:2883-2897
Experimental research on mechanical properties of western Hubei-Eastern Chongqing carbonaceous shale cap rock under unloading stress path
HUO Liang;YANG Chunhe;MAO Haijun;LIU Junxin;YUAN Yusong;State Key Laboratory for Coal Mine Disaster Dynamics and Control;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering and Architecture;Southwest University of Science and Technology;Research Institute of Petroleum Exploration and Development;China Petroleum and Chemical Corporation;
HUO Liang;YANG Chunhe;MAO Haijun;LIU Junxin;YUAN Yusong;State Key Laboratory for Coal Mine Disaster Dynamics and Control;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering and Architecture;Southwest University of Science and Technology;Research Institute of Petroleum Exploration and Development;China Petroleum and Chemical Corporation;
..............page:2898-2906
Experimental study of different shape bedrock surfaces about deformation and failure of soil and rock mixture
SUN Yongshuai;HU Ruilin;Key Laboratory of Shale Gas and Geoengineering;Institute of Geology and Geophysics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
SUN Yongshuai;HU Ruilin;Key Laboratory of Shale Gas and Geoengineering;Institute of Geology and Geophysics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:2907-2914
Model test and analysis about loose failure of tunnel surrounding rock mass containing weak interlayer
HUANG Feng;ZHU Hehua;XU Qianwei;State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering;Chongqing Jiaotong University;School of Civil Engineering;Chongqing Jiaotong University;College of Civil Engineering;Tongji University;College of Transportation Engineering;Tongji University;
HUANG Feng;ZHU Hehua;XU Qianwei;State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering;Chongqing Jiaotong University;School of Civil Engineering;Chongqing Jiaotong University;College of Civil Engineering;Tongji University;College of Transportation Engineering;Tongji University;
..............page:2915-2924
Centrifugal model test on seismic response of colluvial landslide reinforced by cantilever anti-slide pile
TU Jiewen;LIU Hongshuai;TANG Aiping;ZHENG Tong;School of Civil Engineering;Harbin Institute of Technology;National Earthquake Infrastructure Service;Institute of Engineering Mechanics;
TU Jiewen;LIU Hongshuai;TANG Aiping;ZHENG Tong;School of Civil Engineering;Harbin Institute of Technology;National Earthquake Infrastructure Service;Institute of Engineering Mechanics;
..............page:2925-2934
Simplified calculation method and affecting factors analysis of h-type anti-slide pile
ZHANG Yongjie;ZHOU Huan;FENG Xiating;WANG Guiyao;LI Shaojun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering and Architecture;Changsha University of Science and Technology;
ZHANG Yongjie;ZHOU Huan;FENG Xiating;WANG Guiyao;LI Shaojun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering and Architecture;Changsha University of Science and Technology;
..............page:2935-2943
Research on the behavior and mechanism of the slate from the slope at the gully of debris flow respond to climate environment
CUI Kai;WU Guopeng;WANG Xiuli;CHEN Wenwu;LU Haimin;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Key Laboratory of Mechanics on Disaster and Environment in Western China;Ministry of Education;Lanzhou University;
CUI Kai;WU Guopeng;WANG Xiuli;CHEN Wenwu;LU Haimin;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Key Laboratory of Mechanics on Disaster and Environment in Western China;Ministry of Education;Lanzhou University;
..............page:2944-2952
Study on calculation model of flexural behavior of shield segment joint
CHEN Biguang;CHEN Weizhong;GUO Xiaohong;CCCC Second Highway Consultants Co.;Ltd.;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
CHEN Biguang;CHEN Weizhong;GUO Xiaohong;CCCC Second Highway Consultants Co.;Ltd.;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2953-2959
Test and theoretical analysis of change laws of earth chamber pressure
JIN Dalong;YUAN Dajun;LI Xinggao;School of Civil Engineering;Beijing Jiaotong University;
JIN Dalong;YUAN Dajun;LI Xinggao;School of Civil Engineering;Beijing Jiaotong University;
..............page:2960-2967
Full-scale model test on behaviors of urban underground water delivery pipeline crossing active ground fissure zone
HUANG Qiangbing;LIANG Ao;MEN Yuming;LIU Hongjia;MA Yujie;School of Geological Engineering and Geomatics;Chang’an University;Key Laboratory of Western China’s Mineral Resources and Geological Engineering;Ministry of Education;Chang’an University;
HUANG Qiangbing;LIANG Ao;MEN Yuming;LIU Hongjia;MA Yujie;School of Geological Engineering and Geomatics;Chang’an University;Key Laboratory of Western China’s Mineral Resources and Geological Engineering;Ministry of Education;Chang’an University;
..............page:2968-2977
Experimental study of nonlinear evolution mechanism of coal strength under multi-loading rates and its application
LI Haitao;SONG Li;ZHOU Hongwei;SONG Feng;School of Mechanics and Civil Engineering;China University of Mining and Technology;Beijing Anke Technology Co.;Ltd.;Material Structure Laboratory;Jiangsu Hydraulic Research Institute;State Grid Yantai Power Supply Company;
LI Haitao;SONG Li;ZHOU Hongwei;SONG Feng;School of Mechanics and Civil Engineering;China University of Mining and Technology;Beijing Anke Technology Co.;Ltd.;Material Structure Laboratory;Jiangsu Hydraulic Research Institute;State Grid Yantai Power Supply Company;
..............page:2978-2989
Applicability of the NGA model in Lushan earthquake region
JI Kun;WEN Ruizhi;REN Yefei;WANG Hongwei;HUANG Xutao;Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration;Institute of Engineering Mechanics;China Earthquake Administration;
JI Kun;WEN Ruizhi;REN Yefei;WANG Hongwei;HUANG Xutao;Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration;Institute of Engineering Mechanics;China Earthquake Administration;
..............page:2990-2999
Prevention and control of coal burst on gob-side entry in deep coal seam with fully mechanized sublevel caving mining
CHENG Yunhai;JIANG Fuxing;HU Zhaofeng;LIN Jikai;Key Laboratory of Safe and High-efficiency Mining of Ministry of Education;Anhui University of Science and Technology;State Key Laboratory Breeding Base for Mining Disaster Prevention and Control;Shandong University of Science and Technology;College of Civil and Environmental Engineering;University of Science and Technology Beijing;Huafeng Mine;Xinwen Mining Group;
CHENG Yunhai;JIANG Fuxing;HU Zhaofeng;LIN Jikai;Key Laboratory of Safe and High-efficiency Mining of Ministry of Education;Anhui University of Science and Technology;State Key Laboratory Breeding Base for Mining Disaster Prevention and Control;Shandong University of Science and Technology;College of Civil and Environmental Engineering;University of Science and Technology Beijing;Huafeng Mine;Xinwen Mining Group;
..............page:3000-3007
Shallow-hole blasting mechanism and its application for gob-side entry retaining with thick and hard roof
ZHANG Zizheng;BAI Jianbiao;CHEN Yong;HAO Shengpeng;School of Mines;China University of Mining and Technology;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
ZHANG Zizheng;BAI Jianbiao;CHEN Yong;HAO Shengpeng;School of Mines;China University of Mining and Technology;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
..............page:3008-3017
Failure characteristics of floor under predssure inclined and extra thick coal seam in full-mechanized top coal caving faces
CHEN Jigang;XIONG Zuqiang;LI Hui;YU Yang;NIE Baisheng;WANG Shidong;WANG Xiaolei;Resources and Safety Engineering Institute;China University of Mining and Technology;Yuwu Coal Mining Company Limited;Lu’an Group;Resources and Technical Engineering Institute;Henan Polytechnic University;Institute of Exploration and Development of Xinjiang Oil Company;Heilongjiang Vocational and Technical College of Coal;
CHEN Jigang;XIONG Zuqiang;LI Hui;YU Yang;NIE Baisheng;WANG Shidong;WANG Xiaolei;Resources and Safety Engineering Institute;China University of Mining and Technology;Yuwu Coal Mining Company Limited;Lu’an Group;Resources and Technical Engineering Institute;Henan Polytechnic University;Institute of Exploration and Development of Xinjiang Oil Company;Heilongjiang Vocational and Technical College of Coal;
..............page:3018-3023
Study on the formation mechanism of Jiweishan landslide in Wulong,Chongqing,China-based on centrifugal model test
DENG Maolin;XU Qiang;ZHENG Guang;DONG Xiujun;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;National Field Observation and Research Station of Landslides in Three Gorges Reservoir Area of Yangtze River;China Three Gorges University;
DENG Maolin;XU Qiang;ZHENG Guang;DONG Xiujun;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;National Field Observation and Research Station of Landslides in Three Gorges Reservoir Area of Yangtze River;China Three Gorges University;
..............page:3024-3035
Reconstruction of three-dimensional gas pressure field of mining coal seam based on Matlab and measured data
MA Haifeng;Key Laboratory of Safety and High-efficiency Coal Mining;Ministry of Education;Anhui University of Science and Technology;The Provincial Key Laboratory of Mining Effects and Disasters Preventing Under Deep Mining;Anhui University of Science and Technology;Faculty of Energy and Safety Engineering;Anhui University of Science and Technology;
MA Haifeng;Key Laboratory of Safety and High-efficiency Coal Mining;Ministry of Education;Anhui University of Science and Technology;The Provincial Key Laboratory of Mining Effects and Disasters Preventing Under Deep Mining;Anhui University of Science and Technology;Faculty of Energy and Safety Engineering;Anhui University of Science and Technology;
..............page:3036-3041
Slip mechanism of wedge and barrel anchorages under dynamic disturbance
MA Zhenqian;JIANG Yaodong;YANG Yingming;ZHANG Kexue;Faculty of Resources and Safety Engineering;China University of Mining and Technology;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;
MA Zhenqian;JIANG Yaodong;YANG Yingming;ZHANG Kexue;Faculty of Resources and Safety Engineering;China University of Mining and Technology;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:3042-3050
Research on seemingly unrelated regressions model of landslide displacement prediction of multiple monitoring points
LUO Wenqiang;JI Yanan;WANG Chunyue;SONG Zijian;School of Mathematics and Physics;China University of Geosciences;
LUO Wenqiang;JI Yanan;WANG Chunyue;SONG Zijian;School of Mathematics and Physics;China University of Geosciences;
..............page:3051-3056
Stress and deformation analysis of shield incline shafts segment due to dewater settlement of aquifer
SHI Xiaomeng;LIU Baoguo;LI Tao;DU Xin;School of Civil Engineering;Beijing Jiaotong University;Changping College of Non-commissioned Officer;The Academy of Equipment;
SHI Xiaomeng;LIU Baoguo;LI Tao;DU Xin;School of Civil Engineering;Beijing Jiaotong University;Changping College of Non-commissioned Officer;The Academy of Equipment;
..............page:3057-3063
The failure modes,failure mechanisms and countermeasures of columnar jointed basalt rock mass
NI Shaohu;HE Shihai;CHEN Yimin;PAN Yibing;LU Kang;YANG Fei;ZHENG Haisheng;Power China Huadong Engineering Corporation Limited;Pumped Storage Engineering Center of Zhejiang Province;
NI Shaohu;HE Shihai;CHEN Yimin;PAN Yibing;LU Kang;YANG Fei;ZHENG Haisheng;Power China Huadong Engineering Corporation Limited;Pumped Storage Engineering Center of Zhejiang Province;
..............page:3064-3075
A data driven self-adaptive update landslide susceptibility assessment system
WANG Lili;SU Cheng;FENG Cunjun;ZUO Shilei;HUANG Zhicai;ZHANG Xiaocan;Institute of Spatial Information Technology;Zhejiang University;Geomatics Center of Zhejiang;
WANG Lili;SU Cheng;FENG Cunjun;ZUO Shilei;HUANG Zhicai;ZHANG Xiaocan;Institute of Spatial Information Technology;Zhejiang University;Geomatics Center of Zhejiang;
..............page:3076-3083
Application of the PPP-BOTDA distributed optical fiber sensor technology in the monitoring of the Baishuihe landslide
YI Xianlong;TANG Huiming;WU Yiping;GE Yunfeng;FAN Xiaoguang;ZHANG Shen;Faculty of Engineering;China University of Geosciences;
YI Xianlong;TANG Huiming;WU Yiping;GE Yunfeng;FAN Xiaoguang;ZHANG Shen;Faculty of Engineering;China University of Geosciences;
..............page:3084-3091
Two-dimensional evaluation model of rock mass based on combination weighting and cloud model
WEI Bowen;HUANG Haipeng;XU Zhenkai;School of Civil Engineering and Architecture;Nanchang University;Nanchang Agricultural Comprehensive Development Office;
WEI Bowen;HUANG Haipeng;XU Zhenkai;School of Civil Engineering and Architecture;Nanchang University;Nanchang Agricultural Comprehensive Development Office;
..............page:3092-3099
Probabilistic seismic landslide hazard zonation method and its application
LIU Jiamei;GAO Mengtan;WU Shuren;Institute of Geophysics;China Earthquake Administration;Key Laboratory of Neotectonics Movement and Geohzards;Ministry of Land and Mineral Resource;Institute of Geomechanics CAGS;
LIU Jiamei;GAO Mengtan;WU Shuren;Institute of Geophysics;China Earthquake Administration;Key Laboratory of Neotectonics Movement and Geohzards;Ministry of Land and Mineral Resource;Institute of Geomechanics CAGS;
..............page:3100-3110
Study on the evaluation method of slope disaster status based on the reliability of fracture degree
GUO Rukun;FENG Chun;ZHOU Dong;LI Shihai;Key Laboratory for Mechanics in Fluid Solid Coupling Systems;Institute of Mechanics;Chinese Academy of Sciences;
GUO Rukun;FENG Chun;ZHOU Dong;LI Shihai;Key Laboratory for Mechanics in Fluid Solid Coupling Systems;Institute of Mechanics;Chinese Academy of Sciences;
..............page:3111-3118
New-type piezomagnetic overcoring measurement system and its test analysis
WU Manlu;ZHANG Chongyuan;Key Laboratory of Neotectonic Movement and Geohazard;Ministry of Land and Resources;Institute of Geomechanics;Chinese Academy of Geological Sciences;
WU Manlu;ZHANG Chongyuan;Key Laboratory of Neotectonic Movement and Geohazard;Ministry of Land and Resources;Institute of Geomechanics;Chinese Academy of Geological Sciences;
..............page:3119-3126
The quantitative analysis of the face stability on soil tunnel
HUANG Jun;DANG Faning;ZHOU Lei;DANG Kangning;GUO Chanjuan;QIN Yuan;School of Earth Science and Engineering;Xi’an Shiyou University;Institute of Water Resources and Hydro-electric Engineering;Xi’an University of Technology;School of Civil Engineering and Architecture;Xi’an University of Technology;Northwest Electric Power Design Institute of China Power Engineering Consulting Group;
HUANG Jun;DANG Faning;ZHOU Lei;DANG Kangning;GUO Chanjuan;QIN Yuan;School of Earth Science and Engineering;Xi’an Shiyou University;Institute of Water Resources and Hydro-electric Engineering;Xi’an University of Technology;School of Civil Engineering and Architecture;Xi’an University of Technology;Northwest Electric Power Design Institute of China Power Engineering Consulting Group;
..............page:3127-3137
Stability evaluation of hillside under the transmission tower based on improved attribute recognition model
WU Yijiang;CHEN Bo;RUAN Hang;WANG Ganjun;NIE Wenxiang;Zhongshan Power Supply Bureau;Key Laboratory of Roadway Bridge and Structural Engineering;Wuhan University of Technology;
WU Yijiang;CHEN Bo;RUAN Hang;WANG Ganjun;NIE Wenxiang;Zhongshan Power Supply Bureau;Key Laboratory of Roadway Bridge and Structural Engineering;Wuhan University of Technology;
..............page:3138-3146
Research on calculating gas pressure with gas flow in crossing borehole
ZHOU Rui;YAN Binyi;School of Resource and Civil Engineering;Northeastern University;CCTEG Shenyang Research Institute;
ZHOU Rui;YAN Binyi;School of Resource and Civil Engineering;Northeastern University;CCTEG Shenyang Research Institute;
..............page:3147-3152
Reliability analysis on stability of gravity dam foundation over multiple sliding planes based on GA
WANG Gang;QIN Jingjing;GUAN Lili;School of Hydraulic Engineering;Dalian University of Technology;
WANG Gang;QIN Jingjing;GUAN Lili;School of Hydraulic Engineering;Dalian University of Technology;
..............page:3153-3161
An asymmetric support technique for fully-mechanized coal roadway nearby narrow pillar based on the fracture position analysis in basic roof
YIN Shuaifeng;CHENG Genyin;HE Fulian;XIE Fuxing;SHAN Yao;Safety Engineering College;North China Institute of Science and Technology;School of Resource and Safety Engineering;China University of Mining and Technology;
YIN Shuaifeng;CHENG Genyin;HE Fulian;XIE Fuxing;SHAN Yao;Safety Engineering College;North China Institute of Science and Technology;School of Resource and Safety Engineering;China University of Mining and Technology;
..............page:3162-3174
Microseismicity and stability evaluation of the underground powerhouse at Houziyan hydropower station subjected to excavation
XU Nuwen;DAI Feng;LI Biao;ZHU Yongguo;CHENG Lijuan;WANG Qi;College of Civil Engineering;Shandong University;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;China Guodian Dadu River Houziyan Hydropower Development Co.;Ltd.;Power China Chengdu Engineering Corporation Limited;
XU Nuwen;DAI Feng;LI Biao;ZHU Yongguo;CHENG Lijuan;WANG Qi;College of Civil Engineering;Shandong University;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;China Guodian Dadu River Houziyan Hydropower Development Co.;Ltd.;Power China Chengdu Engineering Corporation Limited;
..............page:3175-3186
Study on calculation method of anchored stabilizing piles based on displacement of soil around piles
YE Xiaoming;WANG Zhen;GAN Fei;School of Civil Engineering;Chongqing University;
YE Xiaoming;WANG Zhen;GAN Fei;School of Civil Engineering;Chongqing University;
..............page:3187-3194
Empirical methods to determine the rock masses parameters
ZHANG Zhanrong;YANG Yanshuang;ZHAO Xinyi;SHENG Qian;ZHU Zeqi;China Railway Siyuan Survey and Design Group Co.;Ltd.;School of Civil Engineering and Construction;Hubei University of Technology;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHANG Zhanrong;YANG Yanshuang;ZHAO Xinyi;SHENG Qian;ZHU Zeqi;China Railway Siyuan Survey and Design Group Co.;Ltd.;School of Civil Engineering and Construction;Hubei University of Technology;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3195-3202
Water-richness evaluation of ordovician limestone based on grey correlation analysis,FDAHP and geophysical exploration
QIU Mei;SHI Longqing;TENG Chao;HAN Jin;Shandong Provincial Key Laboratory of Depositional Mineralization and Sedimentary Minerals;Shandong University of Science and Technology;College of Earth Sciences and Engineering;Shandong University of Science and Technology;College of Information Science and Engineering;Shandong University of Science and Technology;
QIU Mei;SHI Longqing;TENG Chao;HAN Jin;Shandong Provincial Key Laboratory of Depositional Mineralization and Sedimentary Minerals;Shandong University of Science and Technology;College of Earth Sciences and Engineering;Shandong University of Science and Technology;College of Information Science and Engineering;Shandong University of Science and Technology;
..............page:3203-3213
Analysis of microseismic activity parameters pre- and post roof caving and early warning
ZHANG Chuxuan;LI Xibing;DONG Longjun;MA Ju;HUANG Linqi;School of Resources and Safety Engineering;Central South University;Hunan Province Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;
ZHANG Chuxuan;LI Xibing;DONG Longjun;MA Ju;HUANG Linqi;School of Resources and Safety Engineering;Central South University;Hunan Province Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;
..............page:3214-3221
Analysis of precursor of rock burst based on the fractal characteristics of the mine borehole strain observation data
ZHANG Yuezheng;JI Hongguang;XIANG Peng;PENG Hua;SONG Zhaoyang;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Institute of Geomechanics;Chinese Academy of Geological Sciences;
ZHANG Yuezheng;JI Hongguang;XIANG Peng;PENG Hua;SONG Zhaoyang;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Institute of Geomechanics;Chinese Academy of Geological Sciences;
..............page:3222-3231
Research on correlations between slope stability and rainfall of high steep slope on Nanfen open-pit iron ore
YANG Xiaojie;HOU Dinggui;HAO Zhenli;TAO Zhigang;SHI Haiyang;JIN Kun;State Key Laboratory for Geo Mechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanic and Civil Engineering;China University of Mining and Technology;
YANG Xiaojie;HOU Dinggui;HAO Zhenli;TAO Zhigang;SHI Haiyang;JIN Kun;State Key Laboratory for Geo Mechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanic and Civil Engineering;China University of Mining and Technology;
..............page:3232-3240
Constitutive model of structured loess incorporating the breakage law obtained by discrete element method
HU Haijun;JIANG Mingjing;College of Water Resources and Architectural Engineering;Northwest Agricultural and Forestry University;Department of Geotechnical Engineering;Tongji University;
HU Haijun;JIANG Mingjing;College of Water Resources and Architectural Engineering;Northwest Agricultural and Forestry University;Department of Geotechnical Engineering;Tongji University;
..............page:3241-3248
Study of the macro-meso correlation of geogrid-soil interface and assessment method of reinforced performance
MIAO Chenxi;ZHENG Junjie;CUI Lan;CUI Mingjuan;ZHAO Jianbin;Institute of Geotechnical and Underground Engineering;Huazhong University of Science and Technology;Key Laboratory of Highway Construction and Maintenance Technology in Loess Region;Shanxi Transportation Research Institute;
MIAO Chenxi;ZHENG Junjie;CUI Lan;CUI Mingjuan;ZHAO Jianbin;Institute of Geotechnical and Underground Engineering;Huazhong University of Science and Technology;Key Laboratory of Highway Construction and Maintenance Technology in Loess Region;Shanxi Transportation Research Institute;
..............page:3249-3258
Experimental study of the change law of consolidation coefficient of the plateau lacustrine peaty soil
GUI Yue;YU Zhihua;LIU Haiming;CAO Jing;WANG Zhaochang;Faculty of Architectural Engineering;Kunming University of Science and Technology;Kunming Prospecting Design Institute of China Nonferrous Metals Industry;
GUI Yue;YU Zhihua;LIU Haiming;CAO Jing;WANG Zhaochang;Faculty of Architectural Engineering;Kunming University of Science and Technology;Kunming Prospecting Design Institute of China Nonferrous Metals Industry;
..............page:3259-3267
Relationship study of thermal conductivity and strength for PS reinforced earthen sites
OUYANG Xiangeng;ZHANG Dexuan;WANG Xudong;GUO Qinglin;Department of Civil Engineering;Shanghai Jiao Tong University;College of Civil Engineering;Shanghai Normal University;Conservation Institute of Dunhuang Academy;National Research Center for Conservation of Ancient Wall Paintings;
OUYANG Xiangeng;ZHANG Dexuan;WANG Xudong;GUO Qinglin;Department of Civil Engineering;Shanghai Jiao Tong University;College of Civil Engineering;Shanghai Normal University;Conservation Institute of Dunhuang Academy;National Research Center for Conservation of Ancient Wall Paintings;
..............page:3268-3273
Application of cone penetration test for the analysis of pile-run of long and large diameter piles in offshore geotechnical engineering
JIA Zhaolin;YAN Shuwang;YAN Aiwu;ZHANG Xiaowei;School of Civil Engineering;Tianjin University;Key Laboratory of Soft Soil Characteristics and Engineering Environment of Tianjin;Tianjin University;Offshore Oil Engineering Co.;Ltd.;
JIA Zhaolin;YAN Shuwang;YAN Aiwu;ZHANG Xiaowei;School of Civil Engineering;Tianjin University;Key Laboratory of Soft Soil Characteristics and Engineering Environment of Tianjin;Tianjin University;Offshore Oil Engineering Co.;Ltd.;
..............page:3274-3282
Mechanism of permeability and control of compaction for red clay under the influence of acid rain
XIAO Guiyuan;CHEN Xuejun;WEI Changfu;HUANG Xiang;CHEN Long;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;Guangxi Key Laboratory of Geomechnics and Geotechnical Engineering;Guilin University of Technology;State key Laboratory of Geomechnics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
XIAO Guiyuan;CHEN Xuejun;WEI Changfu;HUANG Xiang;CHEN Long;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;Guangxi Key Laboratory of Geomechnics and Geotechnical Engineering;Guilin University of Technology;State key Laboratory of Geomechnics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3283-3290
Experimental study of anisotropy and non-coaxiality behavior of natural clay by using drained shear test
CHEN Jinmei;GUO Lin;CAI Yuanqiang;CHEN Jingyu;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Engineering and Architecture;Wenzhou University;
CHEN Jinmei;GUO Lin;CAI Yuanqiang;CHEN Jingyu;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Engineering and Architecture;Wenzhou University;
..............page:3291-3298
Study of calculation methods of composite geomembrane concentration in high earthrock cofferdam
WANG Yongming;DENG Yuan;REN Jinming;ZHU Sheng;CAI Jianguo;LIANG Xianpei;Power China Huadong Engineering Corporation Limited;State Key Laboratory of Hydrology-water Resources and Hydraulic Engineering;Hohai University;
WANG Yongming;DENG Yuan;REN Jinming;ZHU Sheng;CAI Jianguo;LIANG Xianpei;Power China Huadong Engineering Corporation Limited;State Key Laboratory of Hydrology-water Resources and Hydraulic Engineering;Hohai University;
..............page:3299-3307
Permeability reduction model of particles deposit in porous medium considering changeable porosity
LIU Quansheng;CUI Xianze;ZHANG Chengyuan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LIU Quansheng;CUI Xianze;ZHANG Chengyuan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3308-3314
Research of finite difference method on retaining structures with internal braces in deep excavation engineering
CHEN Linjing;SUN Yongjia;WANG Zhigang;Institute of Geotechnical Engineering;Fuzhou University;Tenio Tianjin Architectural Design Co.;Ltd.;
CHEN Linjing;SUN Yongjia;WANG Zhigang;Institute of Geotechnical Engineering;Fuzhou University;Tenio Tianjin Architectural Design Co.;Ltd.;
..............page:3315-3322
Study of bearing capacity of a single pile in sand considering the mud cycle time
ZHAO Chunfeng;LIU Fengming;YANG Yanzong;ZHAO Cheng;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Shanghai Changkai Geotechnical Engineering;
ZHAO Chunfeng;LIU Fengming;YANG Yanzong;ZHAO Cheng;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Shanghai Changkai Geotechnical Engineering;
..............page:3323-3330
Effects of contact angle on suction measurement with tensiometers and axis-translation technique in unsaturated soils
YANG Song;WU Junhua;HUANG Jianfeng;DONG Hongyan;College of Water Conservancy;Yunnan Agricultural University;College of Civil Engineering and Architecture;Nanchang Hangkong University;
YANG Song;WU Junhua;HUANG Jianfeng;DONG Hongyan;College of Water Conservancy;Yunnan Agricultural University;College of Civil Engineering and Architecture;Nanchang Hangkong University;
..............page:3331-3336
Theoretical study of reinforced depth of plastic vertical drain considering the water flux
GAO Huiqiang;MO Haihong;School of Civil Engineering and Traffic and Communications;South China University of Technology;Guangdong Communication Polytechnic;
GAO Huiqiang;MO Haihong;School of Civil Engineering and Traffic and Communications;South China University of Technology;Guangdong Communication Polytechnic;
..............page:3337-3342
Characteristics of macropores in soil of slope under different vegetation measures
ZENG Qiang;XU Zemin;GUAN Qi;CHEN Jipu;Faculty of Civil Engineering and Architecture;Kunming University of Science and Technology;Yunnan Institute of Road Science and Technology;
ZENG Qiang;XU Zemin;GUAN Qi;CHEN Jipu;Faculty of Civil Engineering and Architecture;Kunming University of Science and Technology;Yunnan Institute of Road Science and Technology;
..............page:3343-3352
Effect analysis of excess pore water pressure on face stability caused by thrust undulation
SONG Jinhu;CHEN Kunfu;MA Yuan;AN Libin;School of Civil Engineering;Henan University of Urban Construction;School of Mechanics and Civil Engineering;China University of Mining and Technology;Shanghai Tunnel Engineering Construction Co.;Ltd.;
SONG Jinhu;CHEN Kunfu;MA Yuan;AN Libin;School of Civil Engineering;Henan University of Urban Construction;School of Mechanics and Civil Engineering;China University of Mining and Technology;Shanghai Tunnel Engineering Construction Co.;Ltd.;
..............page:3353-3364
Experimental study of head fixity conditions of pile group in sheet-pile bulkhead
XU Guangming;LI Shilin;State Key Laboratory of Hydrology-water Resources and Hydraulic Engineering;Nanjing Hydraulic Research Institute;Hydro China Guiyang Engineering Corporation Limited;
XU Guangming;LI Shilin;State Key Laboratory of Hydrology-water Resources and Hydraulic Engineering;Nanjing Hydraulic Research Institute;Hydro China Guiyang Engineering Corporation Limited;
..............page:3365-3371
Three-dimensional DEM simulation of cone penetration test by using circumferential periodic boundary
YANG Yancheng;DENG Yibing;SHI Danda;XUE Jianfeng;School of Ocean Science and Engineering;Shanghai Maritime University;School of Engineering and Information Technology;Federation University Australia;
YANG Yancheng;DENG Yibing;SHI Danda;XUE Jianfeng;School of Ocean Science and Engineering;Shanghai Maritime University;School of Engineering and Information Technology;Federation University Australia;
..............page:3372-3384
Quantitative research on grouting reinforcement of soft fluid-plastic stratum
SUN Zizheng;LI Shucai;LIU Rentai;GAO Bo;ZHANG Qingsong;ZHANG Lewen;Geotechnical and Structural Engineering Research Center;Shandong University;Erchu Co.;Ltd.;of China Railway Tunneling Group;
SUN Zizheng;LI Shucai;LIU Rentai;GAO Bo;ZHANG Qingsong;ZHANG Lewen;Geotechnical and Structural Engineering Research Center;Shandong University;Erchu Co.;Ltd.;of China Railway Tunneling Group;
..............page:3385-3393
Unloading model test and numerical simulation analysis on high fill loess open cut tunnel with EPS
LI Sheng;LI Shanzhen;WANG Qicai;MA Li;WANG Qingshi;XU Wenqi;College of Civil Engineering;Lanzhou Jiaotong University;College of Civil Engineering;Lanzhou Institute of Technology;
LI Sheng;LI Shanzhen;WANG Qicai;MA Li;WANG Qingshi;XU Wenqi;College of Civil Engineering;Lanzhou Jiaotong University;College of Civil Engineering;Lanzhou Institute of Technology;
..............page:3394-3401
A dynamic behavior test new technology with electromagnetic excitation and its application for soil residual force testing
LI Zhangming;GUO Lingfeng;LI Zhengdong;LAI Jiankun;ZHAO Zhilin;WANG Qian;YANG Wenlong;Technique Center of Geotechnical Engineering;Guangdong University of Technology;Guangzhou Mingjin Engineering Technology Co.;Ltd.;
LI Zhangming;GUO Lingfeng;LI Zhengdong;LAI Jiankun;ZHAO Zhilin;WANG Qian;YANG Wenlong;Technique Center of Geotechnical Engineering;Guangdong University of Technology;Guangzhou Mingjin Engineering Technology Co.;Ltd.;
..............page:3402-3407
Calculation method of additional load of adjacent metro tunnels due to foundation pit excavation
WEI Gang;ZHAO Chengli;Department of Civil Engineering;Zhejiang University City College;
WEI Gang;ZHAO Chengli;Department of Civil Engineering;Zhejiang University City College;
..............page:3408-3417
A testing method for shear-wave velocity and relative density of cohesionless soil using bending-element technique
WANG Yunlong;CAO Zhenzhong;YUAN Xiaoming;CHEN Longwei;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;
WANG Yunlong;CAO Zhenzhong;YUAN Xiaoming;CHEN Longwei;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;
..............page:3418-3423
Experimental study of the thermal effect of pile bottom water on the rheological property of model pile-frozen soil
WU Yaping;LIU Zhen;WANG Ning;LIU Yazun;LU Xiaoqiang;NIU Fujun;School of Civil Engineering;Lanzhou Jiaotong University;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
WU Yaping;LIU Zhen;WANG Ning;LIU Yazun;LU Xiaoqiang;NIU Fujun;School of Civil Engineering;Lanzhou Jiaotong University;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
..............page:3424-3431
Indoor experiment on vacuum preloading of wheat straw roller
LIANG Tonghao;YAN Zhengchun;LIU Chao;YU Xiaojuan;Yancheng Channel Management Office;School of Civil Engineering;Anhui University of Technology;School of Civil Engineering;Yancheng Institute of Technology;
LIANG Tonghao;YAN Zhengchun;LIU Chao;YU Xiaojuan;Yancheng Channel Management Office;School of Civil Engineering;Anhui University of Technology;School of Civil Engineering;Yancheng Institute of Technology;
..............page:3432-3440
The quantitative relationship of soil resistivity and saturation degree
NIE Yanxia;HU Liming;WEN Qingbo;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;Department of Hydraulic Engineering;Tsinghua University;
NIE Yanxia;HU Liming;WEN Qingbo;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;Department of Hydraulic Engineering;Tsinghua University;
..............page:3441-3448