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Rock and Soil Mechanics
1000-7598
2015 Issue 6
Analysis of consolidation of unsaturated soil with variable permeability coefficient
QIN Ai-fang;ZHANG Jiu-long;Department of Civil Engineering;Shanghai University;
..............page:1521-1528+1536
Study of porosity and permeability damage of perforation compaction zone in sandstone reservoir
XUE Shi-feng;PANG Ming-yu;ZHU Xiu-xing;ZHANG Lin;ZHU Sheng-hu;Department of Engineering Mechanics;China University of Petroleum;Well Logging Company;Shengli Oil Engineering Co.;Ltd.;Schlumberger Beijing Drilling Dynamic Center;
..............page:1529-1536
Advances of soil improvement with bio-grouting
QIAN Chun-xiang;WANG An-hui;WANG Xin;School of Materials Science and Engineering;Southeast University;Research Institute of Green Construction Materials;Southeast University;
..............page:1537-1548
An elastoplastic damage constitutive model for salt rock considering confining pressure effect
JIA Shan-po;LUO Jin-ze;YANG Jian-ping;GAO Min;GONG Jun;Research Center of Geomechanics and Geotechnical Engineering;Yangtze University;Exploration and Development Research Institute of Huabei Oilfield;CNPC;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1549-1556+1565
A method for preparing natural joints of rock mass based on 3D scanning and printing techniques and its experimental validation
XIONG Zu-qiang;JIANG Quan;GONG Yan-hua;SONG Lei-bo;CUI Jie;School of Energy Science and Engineering;Henan Polytechnic University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Insitute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;
..............page:1557-1565
Experimental study of unfrozen water content of frozen soils by low-field nuclear magnetic resonance
TAN Long;WEI Chang-fu;TIAN Hui-hui;ZHOU Jia-zuo;WEI Hou-zhen;College of Civil Engineering and Architecture;Guilin University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1566-1572
Experimental study of energy transfer in muck soil subjected to high-energy impact
LI Zhang-ming;LUO Zhi-bin;LIN Wei-di;LAI Jian-kun;WANG Xi;Institute of Geotechnical Engineering;Guangdong University of Technology;
..............page:1573-1580
Study of nonlinear hydraulic characteristics and hydraulic aperture calculation of crossed fracture
LIU Ri-cheng;JIANG Yu-jing;LI Shu-chen;LI Bo;WANG Xiao-shan;Geo-environmental Laboratory;Graduate School of Engineering;Nagasaki University;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;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:1581-1590
CT test for evolution of mudstone fractures under compressive load
WANG Chuan-yang;YANG Chun-he;HENG Shuai;MAO Hai-jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory for Coal Mine Disaster Dynamics and Control;Chongqing University;
..............page:1591-1597+1605
Modelling behavior of dense sand subjected to cyclic loading based on CLoE hypoplastic model
CHEN Long;CHU Xi-Hua;XU Yuan-Jie;School of Civil and Architectural Engineering;Wuhan University;
..............page:1598-1605
A rheology experimental investigation on early warning model for landslide based on inverse-velocity method
WANG Yan-ping;XU Qiang;ZHENG Guang;ZHENG Hai-jun;State Key Laboratory of Geological Hazard Prevention and Geological Environment Protection;Chengdu University of Technology;School of Civil and Architectural Engineering;Shandong University of Technology;
..............page:1606-1614
Influence of equal biaxial tension on opening sizes of nonwoven geotextiles
BAI Bin;TANG Xiao-wu;TANG Lin;QU Shao-xing;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Harbin Institute of Technology at Weihai;Department of Engineering Mechanics;Zhejiang University;
..............page:1615-1621+1626
A new method for determining pole point of Mohr circle
LI Da-yong;ZHAI Han-bo;GAO Yu-feng;Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;College of Civil Engineering and Architecture;Shandong University of Science and Technology;Geotechnical Research Institute;Hohai University;
..............page:1622-1626
Research on triaxial creep characteristics and models of remolded loess
WANG Peng-cheng;LUO Ya-sheng;HU Lian-xin;WANG Shu-jing;College of Water Resources and Architectural Engineering;Northwest A&F University;
..............page:1627-1632+1642
CT image reconstruction of coal rock three-dimensional fractures and body fractal dimension under triaxial compression test
LI Guo;ZHANG Ru;XU Xiao-lian;ZHANG Yan-fei;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resource and Hydropower;Sichuan University;
..............page:1633-1642
Effects of potassium salt and phosphate on the early strength of stabilized soil
XIAO Han-bing;OU Zhong-wen;LIU Jin-ming;MO Jin-chuan;YANG Kang-hui;Department of Chemistry and Material Engineering;Logistical Engineering University of PLA;
..............page:1643-1648
Experimental investigation on deformation and fracture characteristics of brittle shale with natural cracks under uniaxial cyclic loading
WEI Yuan-long;YANG Chun-he;GUO Yin-tong;LIU Wei;WANG Lei;HENG Shuai;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:1649-1658
Study of rock-breaking mechanism under single-tooth impact
CAI Can;WU Kai-song;LIAN Dong;YUAN Xiao-hong;School of Mechatronic Engineering;Southwest Petroleum University;Key Laboratory for Oil and Gas Equipment of Ministry of Education;Southwest Petroleum University;
..............page:1659-1666+1675
Analytical solution for load transfer along anchored section of prestressed anchor cable
ZHANG Xiong;CHEN Sheng-hong;China Renewable Energy Engineering Institute;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;
..............page:1667-1675
Development of a similar material for methane-bearing coal and its application to outburst experiment
WANG Han-peng;ZHANG Qing-he;YUAN Liang;XUE Jun-hua;LI Qing-chuan;ZHOU Wei;LI Jian-ming;ZHANG Bing;Research Centre of Geotechnical and Structural Engineering;Shandong University;State Key Laboratory of Deep Coal Mining and Environmental Protection;Huainan Mining Group Corporation;
..............page:1676-1682
Seismic shaking table test for large-scale underground cavern group(Ⅱ):Test scheme
LIU Xiao-min;SHENG Qian;CHEN Jian;KE Wen-hui;YANG Ji-hua;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Construction Sixth Engineering Division Co.;Ltd.;Yellow River Engineering Planning and Design Co.;Ltd.;
..............page:1683-1690
Experimental study of behavior of deformation and strength of artificial structural soft clay under cyclic loading
LIU Wei-zheng;QU Shuai;ZHANG Ding-wen;XU Lin-rong;School of Civil Engineering;Central South University;School of Transportation;Southeast University;
..............page:1691-1697+1706
Analytical solutions for accelerated transport of particles in porous media with considering adsorption-desorption effect
CHEN Xing-xin;BAI Bing;CAI Qi-peng;School of Civil Engineering;Huaqiao University;School of Civil Engineering;Beijing Jiaotong University;
..............page:1698-1706
Experimental study of effects of strength increase and hardening rate of shotcrete on its early supporting performances in tunneling
ZHANG De-hua;LIU Shi-hai;REN Shao-qiang;School of Civil Engineering;Beijing Jiaotong University;Beijing Municipal Engineering Research Institute;China Railway 20 Bureau Group Corporation;
..............page:1707-1713
A study on bearing characteristics of single pile in calcareous sand based on model experiment
QIN Yue;MENG Qing-shan;WANG Ren;ZHU Chang-qi;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1714-1720+1736
Nonlinear seismic response of estuarine basin and design parameters of ground motion
CHEN Guo-xing;JIN Dan-dan;ZHU Jiao;LI Xiao-jun;Institute of Geotechnical Engineering;Nanjing Tech.University;Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province;Institute of Geophysics;China Earthquake Administration;
..............page:1721-1736
UDEC-based modelling of mining surface movement due to transforming from block caving to sublevel filling and its law verification
CAO Shuai;DU Cui-feng;MU Chang-ping;LEI Yuan-kun;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;Sichuan Metallurgical Design & Research Institute;Chengchao Iron Mine;Wuhan Iron & Steel Group Minerals Co.;Ltd.;
..............page:1737-1743+1751
Mechanism of impact-induced damage of main chute and its experimental validation
LUO Zhou-quan;CHEN Jie;XIE Cheng-yu;WANG Wei;LIU Xiao-ming;School of Resources and Safety Engineering;Central South University;96317 Unit of People’s Liberation Army;
..............page:1744-1751
Influence of principal stress on surrounding rock stability of roadway intersection
ZHAO Wei-sheng;HAN Li-jun;ZHAO Zhou-neng;MENG Qing-bin;LIU Hai-quan;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;State Key Laboratory of Coal Resources and Mine Safety;China University of Mining & Technology;School of Environment and Resources;Southwest University of Science and Technology;
..............page:1752-1760
Study of in-situ geostress around an ultra-deep shaft in Cixi colliery
ZHOU Xiao-min;Key Laboratory of High-Efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;
..............page:1761-1768
Field test of mechanical characteristics of three-layer support structure of shallow loess tunnel
LAI Jin-xing;NIU Fang-yuan;FAN Hao-bo;QIU Jun-ling;WANG Kai-yun;Shaanxi Provincial Major Laboratory for Highway Bridge & Tunnel;Chang’an University;School of Highway;Chang’an University;
..............page:1769-1775+1783
Effects of offset center tool of shield on thrust and torque on cutterhead
LENG Dong-mei;CAI Zong-xi;WANG Yan-qun;HOU Zhen-de;School of Mechanical Engineering;Tianjin University;
..............page:1776-1783
An upper-bound limit finite element method based on linearized spatial discretization
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;
..............page:1784-1790
An improved method for calculating anti-sliding pile with prestressed anchor cable based on finite difference theory
WU Run-ze;ZHOU Hai-qing;HU Yuan;ZHONG Yi-yang;LI Peng-ju;YANG Jiu-hong;Department of Civil Engineering;Logistical Engineering University;Chongqing Key Laboratory of Geomechanics & Geoenvironmental Protection;Logistical Engineering University;Department of Logistics Information Engineering;Logistical Engineering University;
..............page:1791-1800
Upper-bound limit analysis of ultimate bearing capacity of upper geosynthetic-encased stone column
WANG Chun-zi;CHEN Chang-fu;ZHAO Yang;Institute of Geotechnical Engineering;Hunan University;
..............page:1801-1806
Fourier series analysis of a elastic longitudinal wave vertically propagating through a nonlinear joint
LONG Ping;WANG Guan-shi;HU Shi-li;School of Architectural and Surveying Engineering;Jiangxi University of Science and Technology;Engineering Institute;Jiangxi University of Science and Technology;
..............page:1807-1814
Critical slip field of slope under the condition of transient unsaturated seepage
JIANG Ze-feng;ZHU Da-yong;SHEN Yin-bin;WANG Bao-cun;School of Civil Engineering;Hefei University of Technology;Anhui Key Laboratory of Civil Engineering and Materials;Hefei University of Technology;Architecture Design Institute;Hefei University of Technology;
..............page:1815-1823