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Journals   A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
Rock and Soil Mechanics
1000-7598
2016 Issue S1
Moment tensor inversion of rock failure and its application
WU Shun-chuan;HUANG Xiao-qing;CHEN Fan;CHAI Jin-fei;WU Hao-yan;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;University of Science and Technology Beijing;Power China Road Bridge Group Co.;Ltd.;
..............page:1-18
Water entrance-and-release ability of loess soil modified by consolid system
ZHANG Hu-yuan;PENG Yu;WANG Xue-wen;LIN Cheng-bin;Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education;Lanzhou University;School of Civil Engineering and Mechanics;Lanzhou University;
..............page:19-26
A safety evaluation model of vertical shaft wall based on multivariate statistical method
YANG Hai-peng;BAI Bing;NIE Qing-ke;School of Civil Engineering;Beijing Jiaotong University;Hebei Research Institute of Construction & Geotechnical Investigation Co.;Ltd.;Geotechnical Engineering Technology Center of Hebei Province;
..............page:27-34
An unified viscoplastic constitutive model for argillaceous siltstone
XIAO Zheng-long;CHEN Wei-zhong;TIAN Hong-ming;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechnacis;Chinese Academy of Sciences Wuhan;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:35-41
Analysis of soil deformation caused by decompression of confined water based on displacement coordination condition
JIA Ya-jie;LIANG Fa-yun;CUI Zhen-dong;YE Hua;Department of Geotechnical Engineering;Tongji University;School of Mechanics and Civil Engineering;China University of Mining and Technology;Shanghai Baoye Group Co.;Ltd.;
..............page:42-48
A vector sum method for stability analysis unsaturated soil slope subjected to transient seepage
XUE Hai-bin;DANG Fa-ning;YIN Xiao-tao;DING Wei-hua;LIU Hai-wei;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;
..............page:49-56
A creep constitutive model of rock considering initial damage and creep damage
WANG Qi-hu;YE Yi-cheng;LIU Yang-zhang;YAO Nan;Hubei Provincial Engineering Technology Research Center of High Efficient Clean Utilization Shale Vanadium Resource;School of Resources and Environmental Engineering;Wuhan University of Science and Technology;
..............page:57-62
Anisotropic bounding surface model for saturated soft clay under cyclic loading
YANG Zhao-huan;WANG Jian-hua;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Institute of Geotechnical Engineering;Tianjin University;
..............page:63-71
Influence of dry density and freezing-thawing cycles on anisotropic permeability of loess
WANG Tie-hang;YANG Tao;LU Jie;College of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:72-78
Investigation on major factors controlling surface and subsurface inclined fields upon hydraulic fracturing
ZENG Yi-jin;GUO Yin-tong;YANG Chun-he;Sinopec Research Institute of Petroleum Engineering;China Petroleum Chemical Corporation;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;
..............page:79-87
Initiation and propagation of hydraulic fractures under the condition of prefabricated transverse fracture
WANG Lei;YANG Chun-he;HOU Zhen-kun;GUO Yin-tong;WEI Yuan-long;JIANG Ting-xue;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;State Key Laboratory for Coal Mine Disaster Dynamics and Control;Chongqing University;Sinopec Research Institute of Petroleum Engineering;China Petroleum and chemical Co.;
..............page:88-94
A method for calculating damage variable of rock mass with non-persistent joints
LIU Hong-yan;LI Jun-feng;School of Engineering & Technology;China University of Geosciences;
..............page:95-100
Stress relaxation properties of schist based on damage evolution
LIU Zhi-yong;XIAO Ming-li;XIE Hong-qiang;HE Jiang-da;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resources & Hydropower;Sichuan University;
..............page:101-107
Progressive subsidence prediction of ground surface based on the normal distribution time function
LI Chun-yi;GAO Yong-ge;CUI Xi-min;School of Surveying and Landing Information Engineering;Henan Polytechnic University;Education Technology Center;Hebei University of Engineering;School of Geoscience and Surveying Engineering;China University of Mining & Technology;
..............page:108-116
Soil disturbance caused by tunnel excavation and lining loading characteristics in underlying horizontal thin coal mined-out area
FU Ya-peng;YAO Zhi-gang;FANG Yong;CHEN Xian-guo;China Railway First Survey and Design Institute Group Co.;Ltd.;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;Southwest Jiaotong University;Sichuan Road & Bridge Construction Company;
..............page:117-125
Analysis of capabilities of stress paths of HCA to simulate principal stress rotation under four-direction dynamic loads
ZHOU Zheng-long;CHEN Guo-xing;WU Qi;Institute of Geotechnical Engineering;Nanjing University of Technology;
..............page:126-132
Reflections on rock and soil mechanics research
LU Ying-fa;School of Civil Engineering;Hubei University of Technology;
..............page:133-139
A novel cloud model coupled with connection number based on finite intervals for evaluation of surrounding rock stability
WANG Ming-wu;ZHU Qi-kun;ZHAO Kui-yuan;JIANG Hui;JIN Ju-liang;School of Civil and Hydraulic Engineering;Hefei University of Technology;
..............page:140-144+165
Field detection and theoretic analysis of loose circle of rock mass surrounding tunnel
HUANG Feng;ZHU He-hua;LI Qiu-shi;LI En-pu;School of Civil Engineering;Chongqing Jiaotong University;China Merchants Chongqing Communications Research &Design Institute Co.;Ltd.;College of Civil Engineering;Tongji University;
..............page:145-150
Experimental study of crack propagation and deformation failure of multiple-jointed rock mass
LIU Gang;JIANG Qing-hui;XIONG Feng;ZHANG Xiao-bo;School of Civil and Architectural Engineering;Wuhan University;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;
..............page:151-158
Experimental research on reinforcement-soil interface stiffness and damping ratio under cyclic shearing
LIU Fei-yu;WANG Pan;WANG Jun;HU Xiu-qing;CAI Yuan-qiang;Department of Civil Engineering;Shanghai University;College of Architecture and civil Engineering;Wenzhou University;Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province Wenzhou;Innovation Center of Tideland Reclamation and Ecological Protection;Wenzhou University;
..............page:159-165
Experimental investigation on mudstone fragmentation characteristics in indentation process by TBM disc cutter
LIU Quan-sheng;PAN Yu-cong;KONG Xiao-xuan;LIU Jian-ping;SHI Kai;CUI Xian-ze;HUANG Shi-bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province;Wuhan University;Marketing Center of Country Garden Holdings Co.;Ltd.;
..............page:166-174
Experimental study of coal deformation and permeability characteristics of gas under variable axial compressive loadings
WANG Gang;LI Wen-xin;DU Wen-zhou;WANG Hai-yang;WANG Peng-fei;SUN Wen-bin;Key Laboratory of Mine Disaster Prevention and Control Co-sponsored by Province and Ministry;Shandong University of Science and Technology;College of Natural Resources and Environmental Engineering;Shandong University of Science and Technology;China Coal Technology Engineering Group Chongqing Research Institute;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;National & Local Joint Engineering Laboratory of Gas Drainage in Complex Coal Seam;Chongqing University;
..............page:175-182
Study of triaxial rheological property and long-term strength of limestone after high temperature
WU Dong-sheng;MENG Lu-bo;LI Tian-bin;LAI Lin;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:183-191
Research on nondestructive testing parameters’ scale effect of sandstone of different moisture contents
LIU Xin-rong;WANG Zi-juan;FU Yan;YUAN Wen;DEN Zhi-yun;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;College of Construction Management and Real Estate;Chongqing University;
..............page:192-200
Shear band characteristics of Toyoura sand in plane strain compression with decreasing confining pressure
ZHUANG Li;GONG Quan-mei;Institute of Geotechnical Engineering;Korea Institute of Construction Technology;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;
..............page:201-208
Calculation of ultimate bearing capacity factor Nγ for rough strip footings
XIE Xin-yu;HAN Dong-dong;HUANG Li;WANG Zhong-jin;LIU Kai-fu;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;School of Civil Engineering & Architecture;Ningbo Institute of Technology;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
..............page:209-214
Experimental study of stress-strain properties of lead-contaminated soils treated by magnesium phosphate cement
ZHANG Ting-ting;LI Jiang-shan;WANG Ping;LI Zhen-ze;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;
..............page:215-225
Research on conversion coefficient of cast-in-situ pile in clay in self-balanced loading test
LI Xiao-juan;CHEN Xue-jiang;DAI Guo-liang;GONG Wei-ming;School of Civil Engineering;Southeast University;The Coastal Highway Construction Headquarters of Taizhou City;
..............page:226-232+262
Effect of four factors on compressive property of fiber-saline soil
JIANG Yu-bo;CHAI Shou-xi;WEI Li;ZHENG Jiao-jiao;School of Geology and Geomatics;Tianjin Chengjian University;
..............page:233-239
Experimental study of soil deformation around group anchors in sand
ZHANG Xin;YUE Jin-chao;LIU Han-dong;School of Resources and Environment;North China University of Water Resources and Electric Power;School of Water Conservancy and Environment;Zhengzhou University;
..............page:240-248
Engineering properties of heavy metal contaminated soil solidified/stabilized with high calcium fly ash
ZHA Fu-sheng;WANG Lian-bin;LIU Jing-jing;XU Long;CUI Ke-rui;School of Resources and Environmental Engineering;Hefei University of Technology;
..............page:249-254
Research on quality control method with two indices for embankment filled with high liquid limit soil
HONG Bao-ning;HUA Jun-hui;LIU Xin;YI Jin-xiang;Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education;Hohai University;Jiangsu Research Center for Geotechnical Engineering Technology;Hohai University;Geotechnical Research Institute;Hohai University;Institute of Tunnel and Underground Engineering;Hohai University;
..............page:255-262
Study of measuring mode III fracture toughness of sandstone disk specimen with an edged crack
KUO Chun-chih;HSIEH Chi-tai;WANG Chein-lee;Department of Resources Engineering;Cheng Kung University;Department of Geosciences;Taiwan University;
..............page:263-266
Effect of saturation on shear strength characteristics of weathered granite slope soils
LI Kai;WANG Zhi-bing;WEI Chang-fu;YAN Rong-tao;LU You-qian;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;
..............page:267-273
Study of temperature effect on domestic quantitative filter paper’s calibration curves
ZHANG Hua;ZHANG Feng;YUAN Mi;SHEN Ke;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area;China Three Gorges University;
..............page:274-280
tu zhuang ge zhen jie gou dong li xiang hu zuo yong
zhuang hai yang ; yu xu ;
..............page:280
Model test of vertical bearing characteristics of X-section pile under cyclic loading
LU Yi-wei;DING Xuan-ming;LIU Han-long;KONG Gang-qiang;Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education;Hohai University;College of Civil and Transportation Engineering;Hohai University;College of Civil Engineering;Chongqing University;
..............page:281-288
Mechanical analysis of toppling failure of rock slope
LIU Hai-jun;ZHAO Jian-jun;JU Neng-pan;Chongqing Co.Ltd.;State Nuclear Electric Power Planning;Design & Research Institute;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:289-294
Experimental study of contact scouring between sandy gravel and sand
CHEN Qun;PENG Jun;ZHU Fen-qing;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Hydraulic and Hydropower Engineering;Sichuan University;Road & Municipal Design and Research Institute;China Railway Eryuan Engineering Group;Co.;Ltd.;
..............page:295-300
Experimental study of creep characteristics of gypsum mine rock in triaxial compression
JIANG Xuan-wei;CHEN Cong-xin;XIA Kai-zong;LIU Xiu-min;ZHOU Yi-chao;State Key Laboratoey of Geomechanics and Geolechnical Engineering;Institute of Rock and Soil Mechanics Chinese Acadeny of Sciences Wuhan;
..............page:301-308
Experimental study of shear characteristics of calcareous gravelly soil
MA Lin;Navy of Engineering Design & Research Institute;
..............page:309-316
Influence of circular temperature on the strain and stress of energy piles under a working load
WANG Cheng-long;LIU Han-long;KONG Gang-qiang;WU Di;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Chongqing University;College of Civil and Transportation Engineering Hohai University;
..............page:317-322
tu de dong li te xing ji ying yong
bai bing ;
..............page:322
Feasibility study about testing rock damage distribution surrounding blasting area by water seepage in borehole
PAN Peng-fei;SUN Hou-guang;HAN Zhong-he;FENG Chun;QIAO Ji-yan;GUO Ru-kun;LI Shi-hai;Anshan Iron and Steel Group Anqian Mining Co.;Ltd.;Key Laboratory for Mechanics in Fluid Solid Coupling Systems;Institute of Mechanics;Chinese Academy of Sciences;
..............page:323-328
Study of shear strength of silty soils modified with surfactants
WANG Yan;FU Jun-xing;TANG Qiang;HU An-xiang;LIU Jia-xin;Architectural;Civil Engineering and Environmental College;Ningbo University;School of Urban Rail Transportation;Soochow University;
..............page:329-333
Synergism effect on leaching pyrite and uranium ore by thiobacillus in sandstone type uranium ore
ZHU Yan-jie;PANG Yuan-tao;YANG Liu;HUANG Jian-xin;College of Life Sciences;Northwest University;
..............page:334-340+358
Evaluation method for potential rockburst in underground engineering
ZHANG Chuan-qing;YU Jin;CHEN Jun;LU Jing-jing;ZHOU Hui;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;Institute of Geotechnical Engineering;Huaqiao University;
..............page:341-349
Experimental study of horizontal bearing capacity of caisson-pile composite foundation in silty clay
GUO Chao;FU Bai-yong;GONG Wei-ming;China Communication Highway Planning and Design Institute;Bridge National Engineering Research Centre;School of Civil Engineering;Southeast University;
..............page:350-358
Study of microseismicity and its time-frequency characteristics of abutment rock slope during impounding period
DAI Feng;JIANG Peng;XU Nu-wen;ZHOU Zhong;SHA Chun;GUO Liang;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;School of Civil and Hydraulics Engineering;Shandong University;Chengdu Engineering Cor.;Ltd.;Power China;
..............page:359-370
Study of features of surrounding rock deformation and stress field in squeezing ground excavation by double shield TBM
CHENG Jian-long;YANG Sheng-qi;PAN Yu-cong;Tian Wen-Ling;ZHAO Wei-sheng;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;
..............page:371-380
Research on effect of landfill gas generation on pore pressure below leachate level
JU Meng-meng;SHI Jian-yong;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;
..............page:381-390
Analysis of longitudinal displacement of existing metro tunnel due to construction of above-crossing new tunnel in close distance
LIANG Rong-zhu;XIA Tang-dai;HU Jun-hua;LUO Lan;College of Civil Engineering and Architecture;Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
..............page:391-399
Site evaluation system based on modified multifactor interaction matrix ——A case study of CSNS project site
LI Kun;SHANG Yan-jun;JIANG Yi;HE Wan-tong;LIN Da-ming;CHANG Jin-yuan;CHEN Yan-wei;Key Laboratory of Shale Gas and Geoengineering;Institute of Geology and Geophysics;Chinese Academy of Sciences;National Engineering Laboratory for Surface Transportation Weather Impacts Prevention Broadvision Engineering Consultants;Research Institute of Highway;Ministry of Transport;College of Civil Engineering;Shaoxing University;Institute of High Energy Physics;Chinese Academy of Sciences;
..............page:400-408
Optimum design of rock bolts supporting long-deep tunnel in layered surrounding rock mass
HAN Chang-rui;BAI Shi-wei;WANG Yu-peng;ZHANG Dong-huan;School of Transportation and Vehicle Engineering;Shandong University of Technology;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;
..............page:409-414
Theoretical solution and design parameters analysis of horizontal ellipsoidal gas storage in salt rock
LUO Yun-chuan;XIE Ling-zhi;YUAN Chi;WU Zhi-de;Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education;Sichuan University;College of Architecture & Environment;Sichuan University;Langfang Branch;China Research Institute of Petroleum Exploration & Development-Langfang;
..............page:415-423+461
Copula-based analysis of load-displacement curves of cement-fly ash-gravel pile
XIN Jun-xia;WU Xing-zheng;GAO Wei;REN Guo-jia;MA Jun-xiang;FAN Lei;Beijing Building Construction Research Institute;Beijing Construction Engineering Quality First Testing Institute Co.;Ltd.;Institute of Applied Science;University of Science and Technology Beijing;
..............page:424-434
A theoretical solution for long-term settlement of soft subgrade induced by traffic loading
Lü Xi-lin;FANG Hang;ZHANG Jia-feng;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:435-440
Comparative model test on thermomechanical characteristics of energy pile with U-shape, W-shape and spiral-shape
LIU Han-long;WANG Cheng-long;KONG Gang-qiang;WU Di;College of Civil Engineering;Chongqing University;Key Laboratory of Chinese Education Ministry for Construction and New Technology of Mountain Cities;Chongqing University;College of Civil and Transportation Engineering;Hohai University;
..............page:441-447
Discrimination model of sandy soil liquefaction based on PCA-DDA principle and its application
GONG Feng-qiang;LI Jia-wei;School of Resources and Safety Engineering;Central South University;Center for Advanced Study;Central South University;
..............page:448-454
Analysis of deformation characteristics of surface around east main shaft in Chengchao iron mine
DENG Yang-yang;CHEN Cong-xin;XIA Kai-zong;FU-hua;ZHANG Hai-na;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;
..............page:455-461
Model test study of synergistic effect of anchor composite soil nailing
LIU Yan;LIU Jun-yan;ZHENG Quan-ming;MA Gui-ning;School of Civil Engineering and Architecture;University of Jinan;The Engineering Technology Research Center for Urban Underground Engineering Supporting and Risk Monitoring of Shandong Province;Shandong Zhengyuan Construction Engineering Co.Ltd.;
..............page:462-468
Impacts of foundation pit excavation on adjacent railway subgrade and control
WANG Pei-xin;ZHOU Shun-hua;DI Hong-gui;LI Xue;Department of Urban Rail Transit and Railway Engineering;Tongji University;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;
..............page:469-476
Research on criteria to define bottom area of assembled foundation of transmission line in calculation of compressive load
CHENG Yong-feng;ZHENG Wei-feng;LU Xian-long;MENG Xian-zheng;China Electric Power Research Institute;
..............page:477-481
Geostress field characteristics of high steep canyon slope in Southwest China
LI Hua;LI Chong-biao;LIU Yun-peng;HAN Gang;ZHAO Qi-hua;Chengdu Engineering Co.Ltd.;Power China;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:482-488
Study of dynamic stress change law of roadway driving along next goaf in mine
SHEN Wei;DOU Lin-ming;LIU Peng;HE Hu;State Key Laboratory of Coal Resources and Mine Safety;China University of Mining and Technology;School of Mining Engineering;China University of Mining and Technology;Nantun Coal Mine;School of Resources and Earth Science;China University of Mining and Technology;
..............page:489-494
A method for calculating the stability of unstable rocks on Three Gorges Reservoir by fracture mechanics
ZHOU Yun-tao;Technical Center for Geological Hazard Prevention and Control CGS;Institute of Exploration Technology CAGS;
..............page:495-499
Elastoplastic model for geomaterial considering effect of pore water pressure and its finite elements implementation
SONG Zi-heng;YANG Qiang;LIU Yao-ru;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;
..............page:500-508
Simulation of strength characteristics of granular materials in true triaxial test for different stress paths and its mesoscopic mechanism analysis
ZHANG Duo;LIU Yang;WU Shun-chuan;Department of Civil and Environmental Engineering;University of Science and Technology Beijing;State Key Laboratory of High Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;
..............page:509-520
Analysis of evolution of temperature field and frost heaving in hard rock with surface cracks under low temperature environment
SHEN Yan-jun;YANG Geng-she;RONG Teng-long;LIU Hui;College of Architecture and Civil Engineering;Xi’an University of Science and Technology;
..............page:521-529
qiao liang jie gou jian ce yu ping ding cheng shi qiao liang jian ce yu ping ding ji shu gui fan shi shi zhi nan
chen fan ; xiang zhong fu ; wang hai cheng ; xu zuo ;
..............page:529
Numerical simulation of deformation localization for defective rock based on meshless method
LI Shu-cai;SUN Chao-qun;XU Zhen-hao;LI Li-ping;ZHANG Yan-huan;WU Jing;ZHOU Lun;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:530-536
Simulation of conventional triaxial test on coal under hydro-mechanical coupling by particle flow code
WANG Gang;WANG Rui;WU Meng-meng;WANG Peng-fei;ZHOU yu-ming;Key Laboratory of Mine Disaster Prevention and Control Co-sponsored by Province and Ministry;Shandong University of Science and Technology;College of Mining and Safety;Shandong University of Science and Technology;
..............page:537-546
Laboratory simulation test of thermal cracking of Beishan granite
CHEN Shi-wan;YANG Chun-he;LIU Peng-jun;WANG Gui-bin;WEI Xiang;State key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;Faculty of Engineering;China University of Geosciences;
..............page:547-556
Study of dynamic distribution field of tunnel structure under liquefied flow condition
ZUO Xi;REN Yan;ZHOU En-quan;School of Architectural Engineering;Jinling Institute of Technology;Institute of Geotechnical Engineering;Nanjing University of Technology;Faculty of Civil Engineering and Mechanics;Jiangsu University;
..............page:557-562
Finite element analysis of punch-through mitigation with perforation
GAO Pan;LIU Xiu-li;DUAN Meng-lan;LI Ming-jie;Department of Mechanics and Engineering Science;Fudan University;Offshore Oil and Gas Research Center;China University of Petroleum;College of Mechanical and Electrical Engineering;Dezhou University;
..............page:563-569+576
Dynamic shakedown lower-bound analysis of three-dimensional half-space under moving load
WANG Yong-gang;QIAN Jian-gu;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:570-576
Research on CPSO-BP model of slope stability
HU Jun;DONG Jian-hua;WANG Kai-kai;HUANG Gui-chen;College of Civil Engineering;Liaoning University of Science and Technology;Dagushan Pellet Plant;Anshan Iron and Steel Group Corporation;
..............page:577-582+590
Equivalent input of soil-structure interaction system considering radiation damping
LEI Su-su;GAO Yong-tao;PAN Dan-guang;School of Civil and Environmental Engineering;University of Science and Technology Beijing;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
..............page:583-590
Discrete element simulation of failure mechanism of interface between grouting-screw pile and soil
ZHOU Min-ming;QIAN Jian-gu;HUANG Mao-song;HU Yu-ying;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Construction Group General Co.;Ltd.;
..............page:591-595+608
Grading Prediction of rockburst intensity based on entropy and normal cloud model
ZHOU Ke-ping;LIN Yun;HU Jian-hua;ZHOU Yan-long;Hunan Key Laboratory of Mineral Resources Exploitation and Hazard Control for Deep Metal Mines;Central South University;School of Resources and Safety Engineering;Central South University;
..............page:596-602
Mesomechanics particle flow numerical simulation research on sandy soil bio-grouting
QIN Peng-fei;School of Architecture and Civil Engineering;Zhengzhou University of Industrial Technology;
..............page:603-608
Reliability analysis for overall stability of large-span double-row steel sheet-piled dock cofferdam based on Bayesian method
ZHU Yan;GU Qian-yan;JIANG Jie;PENG Ming;XIAO Bin-hui;China Shipbuilding NDRI Engineering Co.;Ltd.;College of Civil Engineering and Architecture;Guangxi University;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:609-615
Finite element simulation and application of asphalt-coating bolts for rock-anchored beams in underground powerhouse
LI Dong-dong;XIAO Ming;CHEN Jun-tao;ZHAO Jian;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock and Soil Mechanics in Hydraulic Structural Engineering of Minstry of Education;Wuhan University;
..............page:616-624
Construction method research on DFN model based on fractal geometry theory
LIU Bo;JIN Ai-bing;GAO Yong-tao;XIAO Shu;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mines;University of Science and Technology Beijing;
..............page:625-630+638
GSA-BP neural network model for back analysis of surrounding rock mechanical parameters and its application
WANG Kai-he;LUO Xian-qi;SHEN Hui;ZHANG Hai-tao;School of Naval Architecture;Ocean and Civil Engineering;Shanghai Jiaotong University;
..............page:631-638
Optimization of tunnel excavation footage in jointed rock mass considering dilatancy angle
CAI Jun;YE Hai-wang;LEI Tao;HE Huai-jian;School of Resources and Environment Engineering;Wuhan University of Technology;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;
..............page:639-644+650
A method of calculating T-stress for cracked flattened Brazilian disk under combined mode loading condition
LI Yi-fan;DONG Shi-ming;LI Nian-bin;College of Architecture and Environment;Sichuan University;
..............page:645-650
Application of needle penetrometer to soft rock strength test
LI Zhi-gang;XU Guang-li;YUAN Jie;HUANG Peng;ZHAO Xin;FU Yong-peng;SU Chang;Faculty of Engineering;China University of Geosciences;Institute of Geological Survey;China University of Geosciences;Geological Survey Center in Wuhan China Geological Survey;Hubei Institute of Hydrogeology and Engineering Geology;
..............page:651-658
Research on conversion factor of self-balanced loading test in sandy soil
LI Xiao-juan;DAI Guo-liang;GONG Wei-ming;XU Wen-xi;WANG Lei;Key Laboratory for RC and PRC Structures of Education Ministry;Southeast University;School of Civil Engineering;Southeast University;Suzhou Institute of Architectural Design Co.;Ltd.;
..............page:659-668
Spatial distribution characteristics of karst based on cross hole electromagnetic computerized tomography technique
LUO Cai-hong;XING Jian;GUO Lei;QIN shang-lin;Highway Administration of Huizhou Municipality;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences Wuhan;
..............page:669-673