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Rock and Soil Mechanics
1000-7598
2014 Issue S1
Discussion on mechanism of coal and gas outbursts in face of hard coal roadway tunneling in deep coal seam
LI Ding-qi;School of Energy Science and Engineering;Henan Polytechnic University;
..............page:1-7
Study of non-coaxiality of soil based on generalized potential theory
WEN Yong;YANG Guang-hua;ZHONG Zhi-hui;Fu Xu-dong;ZHANG Yu-cheng;School of Civil and Architectural Engineering;Wuhan University;Guangdong Research Institute of Water Resources and Hydropower;Geotechnical Engineering Technology Center of Guangdong Province;The Emergency Technology Research Center of Guangdong Province for Public Events;
..............page:8-14
Study of cantilever beam limit equilibrium model of anti-dip layered rock slopes
CAI Jing-sen;YAN E-chuan;WANG Zhang-qiong;YANG Jian-guo;TANG Rui-xuan;Faculty of Engineering;China University of Geosciences;Chongqing Institute of Geology and Mineral Resources;
..............page:15-28
Experimental research on anisotropic mechanical characteristic of samples with single prefabricated joint
SUN Xu-shu;LI Jian-lin;WANG Le-hua;BAI Jun-lei;JIANG Zhao-rong;College of Hydraulic & Environmental Engineering;China Three Gorges University;College of Civil Engineering and Architecture;China Three Gorges University;
..............page:29-34+41
Research on deformation forecasting of tunnel surrounding rock based on viscoelastic constitutive behavior
YU Wen-sheng;PING Yang;Changsha University of Science;Key Laboratory of Road Structure & Material;Ministry of Transport of PRC;Jiangxi Provincial Highway Investment Group Co.;Ltd;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:35-41
Stress analysis of deep horseshoe tunnel considering support delay
Lü Ai-zhong;QIN Yuan;CHEN Hong-yu;Institute of Hydroelectric and Geotechnical Engineering;North China Electric Power University;
..............page:42-48
A grey evaluation model for predicting rockburst proneness based on combination weight and its application
PEI Qi-tao;LI Hai-bo;LIU Ya-qun;ZHANG Guo-kai;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:49-56
Research on thermal parameters of different earthen monument soils
ZHANG Hu-yuan;ZHANG Xue-chao;CHEN Xiao-ning;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:57-62
Study of prediction model for milliseconds deformation rate in triangular wave unloading segment of calcareous sandstone
LIU Jie;LI Jian-lin;TANG Liang;HU Jing;FAN Liu-jun;XIA Jun;College of Civil Engineering and Architecture;China Three Gorges University;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;
..............page:63-70
Law study of dynamic discharge water of marine soft clay under impact loading
LIU Yong-jian;FU Na;LIN Hui;Institute of Geotechnical Engineering;Guangdong University of Technology;
..............page:71-77
Experimental study of deformation parameters degradation of sandstone in high geostress regions under unloading conditions
HU Zheng;LIU You-rong;WU Shang;YI Wei;WANG Kang;Faculty of Engineering;China University of Geosciences;Wuhan Institute of Surveying and Mapping;
..............page:78-84
Methods for testing permeability of deep mudstone and analysis of data reliability of each method
LIU Wei;LI Yin-ping;ANG Chun-he;MA Hong-ling;SHI Xi-lin;HUANG Xiao-lan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Institute of Poromechanics;Wuhan Polytechnic University;
..............page:85-90
Large-scale shaking table test for dynamic response in portal section of mountain tunnel with different gradients of upward slope
TAO Lian-jin;HOU Sen;ZHAO Xu;CHOU Wen-ge;GUO Fei;LI Shu-long;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education;Beijing University of Technology;
..............page:91-98
Simulation research on granite compression test based on particle discrete element model
ZHANG Xue-peng;WANG Gang;JIANG Yu-jing;WU Xue-zhen;WANG Zhe-chao;HUANG Na;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology;Shadong University of Science and Technology;Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;Shandong University of Science and Technology;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:99-105
Analysis of changing rule of shear strength indexes of soft soil with consolidation degree
WANG Hong-xing;YANG Chun-he;CHEN Feng;MAO Hai-jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory for Exploitation of Southwestern Resources and Environmental Disaster Control Engineering;Ministry of Education;Chongqing University;
..............page:106-112
Research on interaction of geogrid and sand interface by direct shear tests
WANG Jun;LIN Xu;LIU Fei-yu;PAN Tao;FU Hong-tao;College of Architecture and Civil Engineering;Wenzhou University;College of Architecture and Engineering;Lianyungang Technical College;Department of Civil Engineering;Shanghai University;Nanjing Municipal Public Engineering Quality Safety Surveillance;
..............page:113-120
The water holding capacity of silt under temperature effect
TAN Yun-zhi;HU Xin-jiang;YU Bo;LIU Yun;Three Gorges University Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorces University;
..............page:121-126+140
Physical modeling and movement mechanism of landslide-debris avalanches
HAO Ming-hui;XU Qiang;YANG Lei;YANG Xing-guo;ZHOU Jia-wen;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:127-132
Comparative analysis of empirical estimate methods of reservoir bank landslide surge
HUANG Jin-lin;ZHANG Ting;LI Jia-lin;Guangdong Research Institute of Water Resources and Hydropower;Guangdong Key Laboratory of Hydrodynamic Application Research;Guangdong Research Institute of Water Resources and Hydropower;Guangdong Emergency Technology Research Center of Mountain Torrents Disasters;Guangdong Research Institute of Water Resources and Hydropower;
..............page:133-140
Laboratory model test on fissure development and moisture-heat behavior of expansive soil under action of continuous evaporation
LI Xiong-wei;WANG Ai-jun;WANG Yong;WANG Ji-guo;LI Shu-jin;Changzhou Key Laboratory of Structure Engineering and Material Properties;Changzhou Institute of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil Engineering;Sanjiang University;
..............page:141-148
Elastoplastic models and calculation analysis of portal double-row anti-slide piles
SHEN Yong-jiang;DENG Biao;YANG Ming;ZHENG Mao-ying;LI Yao-zhuang;CUI Hai-hao;School of Civil Engineering;Central South University;CCCC Second Highway Consultants Co.;Ltd.;
..............page:149-155
Limit curve method of homogeneous slope stability
FANG Hong-wei;LI Chang-hong;LI Bo;Department of Road and Bridge;Liaoning College of Communication;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
..............page:156-164
Physical model test research on anti-sliding characteristics of rock-socketed pile
ZHU Ting-wei;XU Xin-li;XU Cong;YONG Rui;Faculty of Engineering;China University of Geosciences;
..............page:165-172
Realization of rock mass nonlinear strength characteristics in unified strength theory based on brittle-shear strength analysis
LI Yuan;LI Zhen;QIAO Lan;LI Miao;State Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;
..............page:173-180
Stability analysis method for complex anti-inclined rock slopes
WANG Lin-feng;CHEN Hong-kai;TANG Hong-mei;Institute of Geotechnical Engineering;Chongqing Jiaotong University;
..............page:181-188
Study of effect of cracking orientation on tunnel stability
LI Yuan-xin;ZHU Zhe-ming;LIU Kai;FAN Jun-li;School of Architecture and Environment;Sichuan University;
..............page:189-194
Study of stability of soft-hard interbedded slope based on degradation of strength parameters
LIANG De-ming;LI Chang-dong;YONG Rui;WANG Jiao;HU Bin;Faculty of Engineering;China University of Geosciences;
..............page:195-202
Study of characteristics of laminated soil in South China Sea
LI Sa;XU Bao-zhao;LIU Jian-tao;ZHOU Yang-rui;School of Civil Engineering;Tianjin University;Geophysical Division of China Oilfield Services;
..............page:203-208
Study of stress-sensitivity of low-permeability reservoir based on arrangement of particles
LEI Gang;DONG Ping-chuan;YANG Shu;WANG Bin;WU Zi-sen;MO Shao-yuan;MOE Key Laboratory of Petroleum Engineering;China University of Petroleum;
..............page:209-214
Research on effect of Eu(Ⅲ) solution on the permeability of bentonite-sand mixtures
ZHANG Hu-yuan;ZHOU Lang;CHEN Hang;YAN Ming;Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education;Lanzhou University;
..............page:215-220
Interaction coefficients method for calculating piles group settlements considering reinforcing and restraining effect
LIN Zhi-yong;DAI Zi-hang;Institute of Geotechnical Engineering;Fuzhou University;College of Civil Engineering;Fujian University of Technology;School of Civil;Mining and Environmental Engineering;University of Wollongong;
..............page:221-226
Experimental research on time effect of bearing performance of foundation piles for urban bridges
XU Zhao-bang;ZHOU Jian;LI Su-hua;College of Civil Engineering and Architecture;Zhejiang University of Technology;Department of Geotechnical Engineering;Tongji University;Guangdong Provincial General Station for Supervision and Examination of Quality and Safety of Construction;
..............page:227-232
Experimental validation of modified Maksimovic peak shear strength criterion for rock fractures
TANG Zhi-cheng;LIU Quan-sheng;HUANG Ji-hui;LIU Xiao-yan;School of Civil and Architectural Engineering;Wuhan University;Department of Geotechnical Engineering;Tongji University;
..............page:233-237
Experimental study of deformations of reinforced cushion by high-strength woven geotextile in closing levee
CAO Guo-fu;XU Bing;WANG Mao-sheng;YAO Shun-yu;LIU Li;LIU Yi-feng;Shanghai Investigation;Design & Research Institute;
..............page:238-244
Calculation of passive earth pressures on retaining wall considering soil arching effects of backfill clayey soil
ZHOU Xiao-long;MA Kang;QIAN Ming;LIU De-wen;ZHAO Qi;Institute of Urban Construction;Hangzhou College of Scientific Professional Technology;Department of Civil Engineering;Xiamen University;Geotechnical Engineering Branch of CPECC;College of Civil Engineering;Southwest Forestry University;College of Architecture Engineering;North China University of Technology;
..............page:245-250
Statistical analysis of in-situ stress field for underground water-sealed storage cavern in Chinese mainland
WANG Zhang-qiong;YAN E-chuan;LU Gong-da;GAO Lian-tong;ZHANG Qi-ming;TANG Rui-xuan;Faculty of Engineering;China University of Geosciences;
..............page:251-256
Construction of uniform gradient magnetic field in geomechanics magnetic model test
BI Jin-feng;LUO Xian-qi;SHEN Hui;School of Naval Architecture;Ocean and Civil Engineering;Shanghai Jiaotong University;
..............page:257-263
Overlying hard and thick strata breaking movement and broken-roof control
JIANG Jin-quan;DAI Jin;WANG Pu;ZHANG Lin-liang;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and Ministry of Science and Technology;Shandong University of Science and Technology;
..............page:264-270
Sensitivity analysis of impact factors of pillar stability and its application
SONG Wei-dong;CAO Shuai;FU Jian-xin;JIANG Guo-jian;WU Feng;State Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Yingezhuang Gold Mine;Zhaojin Mining Industry Co.;Ltd.;
..............page:271-277
Shaking table test for seismic behavior of upward slope at tunnel entrance in different geological conditions
WANG Shuai-shuai;GAO BO;SUI Chuan-yi;WEN Yu-min;Key Laboratory of Transportation Tunnel Engineering of Education Ministry;Southwest Jiaotong University;
..............page:278-284
Research on dynamic response of pier column structures in ice-plagued area under highly seismic action
SONG Bo;NIU Li-chao;HUANG Shuai;QI Fu-qiang;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
..............page:285-291
Reliability analysis of measuring strongly weathered grey mudstone strength with point load measurement
ZHANG Guo-feng;LIU Zhi-shuang;CHEN Xian-kun;WANG Yong-wang;XIE Yi;School of Mechanics and Civil Engineering;China University of Mining and Technology;School of Resources and Safety Engineering;China University of Mining and Technology;Sichuan Coal Industry Group Limited Liability Company;
..............page:292-298
Comparison between acceleration response spectra on liquefaction and non-liquefaction sites
SUN Rui;ZHAO Qian-yu;YUAN Xiao-ming;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;
..............page:299-305
Security analysis of dismantling temporary supports of large-span shallow tunnel in upper-soft and lower-hard stratum
LIU Tao;ZHAO Song-zhuang;SUN Fu-feng;College of Environment Science and Engineering;Ocean University of China;Qingdao Metro Group Corporation;
..............page:306-310
Vertical vibration study of pile based on diffused fictitious soil pile model in inhomogeneous soil
YANG Dong-ying;DING Hai-ping;School of Civil Engineering;Suzhou University of Science and Technology;
..............page:311-318
Discussion on seismic calculation methods of underground structure of hydropower station
ZHANG Zhi-guo;YANG Yang;MOU Chun-lai;XIAO Ming;Changjiang Design Institute;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Education Ministry;Wuhan University;
..............page:319-327
Impacts of multi-structural planes on gravity dam foundation stability and treatment under complex geological conditions
LI Mei-rong;CHEN Yuan;ZHANG Lin;YANG Bao-quan;State Key Laboratory of Hydraulics and Mountain River Development and Protection;Sichuan University;College of Water Resources and Hydropower;Sichuan University;
..............page:328-333
Origin of coral reef stratum and engineering geological division of coral reef site in Sanya
LIU Jing-ru;WANG Qi-han;WANG Jian-ping;WANG Xin-zhi;The Navy Engineering Design and Research Academy;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:334-340
In-situ test and numerical simulation of isolation of impact loads by open trenches
XU Ping;ZHANG Tian-hang;SHI Ming-sheng;LIU Gan-bin;Department of Transportation Engineering;Zhengzhou University;Department of Civil Engineering;Ningbo University;
..............page:341-346
Monitoring and analysis of variation of anchor prestress in saturated silty sand condition
LIU Bo;ZHANG Gong;ZHOU Hao-liang;LI Dong-yang;LOU Xue-qian;HUANG Mian;WANG Xue-qing;School of Mechanics and Civil Engineering;China University of Mining and Technology;Beijing Modern Jingyu Construction Co.;Ltd.;
..............page:347-352
Risk control and dealing example of confined water of deep foundation pit
XU Chang-jie;XU Li-ge;SUN Feng-ming;YU Jin;YANG Di;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Education Ministry;Zhejiang University;Shanghai Zhongyi Construction Co.;Ltd.;
..............page:353-358
Finite element analyses of computational effects with of different shear strength expressions for layered rock mass
ZHANG Yu-jun;ZHANG Wei-qing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway Tunnel Survey & Design Institute Co.;Ltd.;
..............page:359-364
Stability analysis of rock slope with connected joint
SONG Yu-cai;SUN Xu-shu;School of Water Resources and Hydropower;Wuhan University;College of Hydraulic & Environmental Engineering;China Three Gorges University;
..............page:365-372
Stability analysis of close-located underground caverns based on tunnel lining and equivalent anchor bolt simulation
LIU Jie;TANG Liang;LI Jian-lin;HU Jing;FAN Liu-jun;XIA Jun;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;College of Hydraulic & Environmental Engineering;China Three Gorges University;
..............page:373-381
Numerical analysis of stability of highway embankments and karst cave roofs in karst region
DAI Zi-hang;FAN Xia-ling;LU Cai-jin;Institute of Geotechnical Engineering;Fuzhou University;School of Civil;Mining and Environmental Engineering;University of Wollongong;Fujian Design Institute of Communication;
..............page:382-390
Study of applications of meeting ant colony algorithm to search non-circular critical slip surface of slope
GAO Wei;ZHANG Fei-jun;College of Civil and Transportation Engineering;Hohai University;Wuhan Construction Engineering Co.;Ltd.;
..............page:391-398
Numerical analysis of Tibet Zhangmu dangerous rock collapse by discrete element method
WANG Zhong-fu;HE Si-ming;LI Xiu-zhen;Institute of Mountain Hazards and Environment;Chinese Academy of Sciences & Ministry of Water Resources;Institute of Geotechnical and Hydraulic Engineering;North China University of Water Resources and Electric Power;University of Chinese Academy of Sciences;
..............page:399-406
A strength reduction finite element method based on softening properties analysis for 3D slope
SUN Cong;LI Chun-guang;ZHENG Hong;SUN Guan-hua;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;
..............page:407-413
Comparing time history methods of input ground motion for large span continuous rigid frame bridge
LUO Chao;LOU Meng-lin;GUI Guo-qing;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;School of Architecture and Civil Engineering;Jinggangshan University;
..............page:414-422
Discrete element simulation of interface characteristic and frictional properties of triaxial geogrid
MIAO Chen-xi;ZHENG Jun-jie;CUI Ming-juan;XIE Ming-xing;ZHAO Jian-bin;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:423-430
Application of gravity retaining wall with H-shaped steel in soft soil foundation pit
HOU Jing-jun;HE Jun;TANG Zheng-jun;LIU Jun-xin;TAN Wan-yuan;School of Civil and Architectural Engineering;Wuhan University;School of Civil Engineering and Architecture;Hubei University of Technology;School of Civil Engineering and Architecture;Southwest University of Science and Technology;The IT Electronics Eleventh Design & Research Institute Scientific and Technological Engineering Corporation Limited;
..............page:431-436
Equivalent strength parameters and reliability analysis of circular tunnel with rock bolt supporting
MENG Qiang;ZHAO Hong-bo;RU Zhong-liang;School of Civil Engineering;Henan Polytechnic University;
..............page:437-442
Numerical simulation of dynamic interaction between widening embankment and balance weight retaining wall in mountain region
JIANG Xin;GENG Jian-yu;ZENG Cheng;QIU Yan-jun;School of Civil Engineering;Southwest Jiaotong University;Key Laboratory of Highway Engineering of Sichuan Province;Southwest Jiaotong University;Key Laboratory of High-speed Railway Engineering of Education Ministry;Southwest Jiaotong University;
..............page:443-450
Study of infiltration process and its influential factors under variable rainfall intensity
ZHANG Jie;HAN Tong-chun;DOU Hong-qiang;LI Zhi-ning;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Jiangsu Province Communications Planning and Design Institute Limited Company;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;
..............page:451-456