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Rock and Soil Mechanics
1000-7598
2015 Issue 12
A computational model for equivalent cyclic number of multidirectional earthquake loading
CHEN Qing-Sheng;XIONG Hao;GAO Guang-Yun;Department of Civil and Environmental Engineering;National University of Singapore;Taizhou University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:3345-3353+3359
A constitutive model for rock under cyclic loading and unloading
ZHANG Ping-yang;XIA Cai-chu;ZHOU Shu-wei;ZHOU Yu;HU Yong-sheng;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;China Datang Corporation Renewable Power Co.;Ltd.;
..............page:3354-3359
A experimental study of wedge splitting effect of hydraulic fracturing
YUAN Jun-ping;WANG Qi-gui;Key Laboratory of Ministry of Education for Geotechnical and Embankment Engineering;Hohai University;Geotechnical Engineering Institute;Hohai University;
..............page:3360-3364+3380
A method for measuring hydraulic parameters of coarse-grained soils for high-speed railway subgrade
CHEN Ren-peng;WU Jin;QI Shuai;WANG Han-lin;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;
..............page:3365-3372
A study on grout consolidation and dissipation mechanism during shield backfilled grouting with considering time effect
LIANG Yu;YANG Jun-sheng;WANG Shu-ying;ZENG Xue-yi;School of Civil Engineering;Central South University;Changsha Urban Investment and Construction Group;
..............page:3373-3380
An experimental study of size effect of roughness coefficient on rock joint using push-pull apparatus
LUO Zhan-you;DU Shi-gui;HUANG Man;Institute of Geotechnical Engineering;Zhejiang University of Science and Technology;School of Civil Engineering;Shaoxing University;
..............page:3381-3386+3392
An experimental study of deformation characteristics of gravel cushion for deeply immersed tube tunnel
WANG Yong;School of Civil Engineering;Beijing Jiaotong University;CCC Highway Consultants Co.;Ltd.;
..............page:3387-3392
Torsional compliance coefficients of a rigid circular plate in generalized Gibson saturated soil
WU Da-zhi;ZHANG Zhen-ying;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
..............page:3393-3399+3409
Analysis of transient dynamic response of cylindrical lined cavity in nearly saturated soil
WANG Ying;GAO Guang-yun;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:3400-3409
Model study of frictional healing of limestone fracture: The role of pressure solution and stress corrosion
ZHONG Zhen;GAO Hui-cai;XIE Chang-fei;College of Civil Engineering;Shaoxing University;Centre of Rock Mechanics and Geological Disaster;Shaoxing University;Rock Mechanics Laboratory;The Pennsylvania State University;State College;China Harbour Engineering Co.;Ltd.;
..............page:3410-3416+3424
An experimental study of strength and deformation properties of cemented soil core sample and its constitutive relation
ZHANG Ben-jiao;HUANG Bin;FU Xu-dong;XIAO Lei;School of Civil and Architectural Engineering;Wuhan University;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:3417-3424
Acoustic wave test on mechanical properties variation of rocks under different damage degrees
YAN Peng;ZHANG Chen;GAO Qi-dong;LU Wen-bo;CHEN Ming;ZHOU Chuang-bing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
..............page:3425-3432
Empirical peak shear strength criterion for rock joints based on slope root-mean-square
TANG Zhi-cheng;HUANG Run-qiu;ZHANG Jian-ming;WANG Xiao-chuan;School of Civil and Architectural Engineering;Wuhan University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Key Laboratory of Hubei Province for Water Jet Theory and New Technology;Wuhan University;
..............page:3433-3438
Structure deformation of coal induced by gas migration——A case of injecting helium gas into intact coal
WANG Chun-guang;WANG Chang-sheng;TAO Zhi-gang;JIANG Yu-jing;TAN Yun-liang;WEI Ming-yao;CUI Guang-lei;WU Xue-zhen;State Key Laboratory of Mining Disaster Prevention and Control;Shandong University of Science and Technology;State Key Laboratory of Geomechanic and Deep Underground Engineering;China University of Mining and Technology;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Nagasaki University;
..............page:3439-3446
Strength and failure modes of shale based on Brazilian test
YANG Zhi-peng;HE Bai;XIE Ling-zhi;LI Cun-bao;WANG Jun;College of Architecture and Environment;Sichuan University;Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education;Sichuan University;Institute of New Energy and Low-Carbon Technology;Sichuan University;
..............page:3447-3455+3464
Review of advances in investigation of representative elementary volume and scale effect of fractured rock masses
WANG Xiao-ming;ZHENG Yin-he;Hebei Provincial Communications Planning and Design Institute;School of Civil Engineering;Hebei University of Technology;School of Water Resources and Environment;China University of Geosciences;
..............page:3456-3464
Surface deformations and failure mechanisms of deposit slope under seismic excitation
SUN Zhi-liang;KONG Ling-wei;GUO Ai-guo;TIAN Hai;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3465-3472+3481
A centrifugal test study of the deformation of high backfill foundation in deep ravine of Q2 and Q3 loess
MEI Yuan;HU Chang-ming;WEI Yi-feng;ZHANG Wen-cui;YUAN Yi-li;Wang Xue-yan;College of Civil Engineering;Xi’an University of Architecture and Technology;China Airport Construction Group Corporation of CAAC;College of Environmental and Chemical Engineering;Xi’an Polytechnic University;
..............page:3473-3481
Analytic solution for stress and deformation of stope floor based on integral transform
FENG Qiang;JIANG Bin-song;Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;School of Civil Engineering and Architecture;Shandong University of Science and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;
..............page:3482-3488
Constitutive model research on freezing-thawing damage of rock based on deformation and propagation of microcracks
YAN Xi-dong;LIU Hong-yan;XING Chuang-feng;LI Chao;WANG Dong-hui;College of Engineering & Technology;China University of Geosciences;Engineering Survey & Design Company of China Railway Seventh Group Co.Ltd.;
..............page:3489-3499
Normalized stress-strain behavior of silty sand under freeze-thaw cycles
CHANG Dan;LIU Jian-kun;LI Xu;School of Civil Engineering;Beijing Jiaotong University;Transportation Industry Laboratory of Highway Construction and Maintenance Technology in Permafrost Regions-Qinghai Research Observation Base;Qinghai Research Institute of Transportation;
..............page:3500-3505+3515
Control measures and monitoring analysis for floor heave of the chamber in deep coal mine
LIU Quan-sheng;HUANG Shi-bing;CUI Xian-ze;GONG Guang-qing;CHEN Gen-sheng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Hubei Provincial Key Laboratory of Geotechnical and Structural Engineering Safety;School of Civil and Architectural Engineering;Wuhan University;Gubei Coal Mine;Huainan Mining Industry Co.;Ltd.;
..............page:3506-3515
A method for predicting ground surface settlement in the artificial thawing period of tunnel horizontally frozen wall
CAI Hai-bing;PENG Li-min;ZHENG Teng-long;School of Civil Engineering and Architecture;Anhui University of Science and Technology;School of Civil Engineering;Central South University;
..............page:3516-3522+3530
In-situ measurement of deformation and failure of surrounding rockmass during whole excavation process of deep coal mine roadway
ZHOU Hui;HU Shan-chao;LU Jing-jing;WANG Zhu-chun;ZHANG Chuan-qing;QU Cheng-kun;LI Zhen;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology;Shandong University of Science and Technology;Jining Coal Mine Ⅲ of Yankuang Group;
..............page:3523-3530
A study on the response of the piers of operating metro viaducts under the excavation-induced unloading condition
ZHANG Zi-xin;LI Jia-yu;ZHOU Xiang;LI Wen-yong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Metro Operation Company Limited;
..............page:3531-3540
Static and dynamic analyses of abutment stability and dam cracking of a roller-compacted concrete high-arch dam
XIAO Zhen-zhen;WANG Deng-yin;CHEN Jian-ye;YANG Bao-quan;ZHANG Lin;State Key Laboratory of Hydraulics and Mountain River Development and Protection;College of Water Resources and Hydropower;Sichuan University;Power China Huadong Engineering Corporation;
..............page:3541-3547+3575
Exceedance probability of liquefaction-induced lateral displacement considering seismic randomness
LIU Fang;LI Zhen;JIANG Ming-jing;HUANG Yu;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;CCCC First Highway Consultants Co.;Ltd.;
..............page:3548-3555
A method for predicting bearing capacity of anchor bolt based on modified D-S evidence theory
SUN Xiao-yun;ZHANG Tao;WANG Ming-ming;XING Hui;School of Electrical and Electronic Engineering;Shijiazhuang Tiedao University;
..............page:3556-3566
Analysis of destabilized fracture and microseismic activity of high-located main key strata
JIANG Jin-quan;ZHANG Pei-peng;QIN Guang-peng;XU Bin;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology;Shandong University of Science and Technology;Department of Resources and Civil Engineering;Shandong University of Science and Technology;
..............page:3567-3575
Research on formation mechanism and deformation law of shattering-sliding collapses
LI Peng;SU Sheng-rui;HUANG Yu;SU Wei-wei;GAO Xiong-fei;College of Geology Engineering and Geomatic;Chang′an University;Open Research Laboratory of Geotechnical Engineering;The Ministry of Land Resources;Yanchang Petroleum Co.Ltd.;
..............page:3576-3582
Investigation on the wave-induced progressive liquefaction of offshore loosely deposited sandy seabed
WANG Liang-min;YE Jian-hong;ZHU Chang-qi;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3583-3588
Nonlinear programming of lower bound finite element method
ZHAO Ming-hua;ZHANG Rui;LIU Meng;Institute of Geotechnical Engineering;Hunan University;
..............page:3589-3597
Damage modes and energy characteristics of rock-like materials under dynamic load
ZHAO Guang-ming;MA Wen-wei;MENG Xiang-rui;Key Laboratory of Mining Coal Safety and Efficiently Constructed by Anhui Province and Ministry of Education;Anhui University of Science and Technology;School of Mining and Safety;Anhui University of Science and Technology;China Coal Technology and Engineering Group Shenyang Research Institute Co.;Ltd.;
..............page:3598-3605+3624
An elastoplastic stress-seepage-damage coupling model of rock(Ⅱ): parametric inversion and numerical simulation
WANG Jun-xiang;JIANG An-nan;SONG Zhan-ping;Institute of Road and Bridge Engineering;Dalian Maritime University;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:3606-3614
Large deformation finite element simulation of suction bucket foundation during penetration
Lü Yang;WANG Yin;YANG Qing;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;
..............page:3615-3624
A numerical test method for three-dimensional elastic compliance tensor of fractured rock masses
XIANG Qian;HE Ji;CHEN Sheng-hong;WU Jin-liang;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;
..............page:3625-3632
A fast progressive 3D geological modeling method based on borehole data
TANG Bing-yin;WU Chong-long;LI Xin-chuan;CHEN Qi-yu;MU Hong-tao;Faculty of Earth Resource;China University of Geosciences;School of Computer Science;China University of Geosciences;Three Gorges Research Center for Geo-hazard of Ministry of Education;China University of Geosciences;Henan Hongyang Mining Co.;Ltd.;
..............page:3633-3638
Numerical simulation of fracturing pressure in multiple clusters staged hydraulic fracture of shale horizontal well
PAN Lin-hua;CHENG Li-jun;ZHANG Ye;ZHANG Shi-cheng;WANG Fei;Key Laboratory of Shale Gas Exploration of Ministry of Land and Resources;Chongqing Institute of Geology and Mineral Resources;Chongqing Engineering Research Center for Shale Gas Resources & Exploration;Chongqing Institute of Geology and Mineral Resources;Chongqing Shale Gas Research Center of State Key Laboratory of Petroleum Resources and Prospecting;Faculty of Petroleum Engineering;China University of Petroleum;
..............page:3639-3648
2016 guo ji hui yi yi lan biao
..............page:3648