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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 7
Model tests of tensile membrane effect of geosynthetic-reinforced piled embankments
XU Chao;LIN Xiao;SHEN Pan-pan;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:1825-1831
Model tests on upstream dam-building method using concentrated and classified tailings
ZHANG Dong-ming;ZHENG Bin-bin;YIN Guang-zhi;DAI Jin-xin;TANG Fu-jiao;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;
..............page:1832-1838+1867
Mechanisms of blasting-induced rock fractures under different static stress and joint properties conditions
ZHANG Feng-peng;PENG Jian-yu;FAN Guang-hua;LI Shao-jun;LI Yuan-hui;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1839-1846+1913
Influence of confining pressure on fatigue deformation properties of yellow sandstone
LU Gao-ming;LI Yuan-hui;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;College of Resources and Civil Engineering;Northeastern University;
..............page:1847-1856
A thermodynamics-based soil-water characteristic model with considering volumetric change and hysteresis
HUANG Qi-di;ZHAO Cheng-gang;CAI Guo-qing;School of Civil Engineering and Architecture;Beijing Jiaotong University;Department of Civil Engineering;Guilin University of Technology;
..............page:1857-1867
Construction of exponential attenuation wavelet basis by characteristics of rock acoustic emission
PENG Guan-ying;XU Ming;XIE Qiang;FU Xiang;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
..............page:1868-1876+1894
A three-dimensional equivalent elastic model of composite soils with fracturing grouting
GUO Yan-wei;HE Shao-hui;ZHANG An-kang;WANG Da-hai;School of Civil Engineering;Beijing Jiaotong University;
..............page:1877-1886
Experimental study of compaction and fractal properties of grain size distribution of saturated crushed mudstone with different gradations
YU Bang-yong;CHEN Zhan-qing;WU Jiang-yu;LI Qiang;DING Qi-le;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining & Technology;School of Mechanics & Civil Engineering;China University of Mining & Technology;School of Mines;China University of Mining & Technology;
..............page:1887-1894
Experimental study of mechanical response of thin-bedded limestone under bending conditions
ZHOU Yang-yi;FENG Xia-ting;XU Ding-ping;CHEN Dong-fang;LI Shuai-jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute 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:1895-1902+1985
Evaluation of dynamic shear modulus and damping ratio of rubber-sand mixture based on cyclic simple shear tests
LIU Fang-cheng;CHEN Lu;WANG Hai-dong;College of Civil Engineering;Hunan University of Technology;College of Civil Engineering;Hunan University;
..............page:1903-1913
Model tests on a single pile considering influence of sand density under cyclic axial loading
ZHANG Xun;HUANG Mao-song;LIU Ying;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:1914-1920
Model tests on geocell-reinforced embankment under cyclic and static loadings
GAO Ang;ZHANG Meng-xi;ZHU Hua-chao;JIANG Sheng-wei;Department of Civil Engineering;Shanghai University;Branch of Ship and Construction Engineering;Jiaxing Nanyang Polytechnic Institute;Jiahe Geosynthetics Company;
..............page:1921-1928+1946
Experimental analysis of bearing behavior of geosynthetic encased stone columns
OUYANG Fang;ZHANG Jian-jing;FU Xiao;HAN Jian-wei;YAN Kong-ming;DU Lin;School of Civil Engineering;Southwest Jiaotong University;Guangxi Institute of Construction Science & Research;
..............page:1929-1936
Development of the grouting material for reinforcing water-rich broken rock masses and its application
LI Zhao-feng;LI Shu-cai;LIU Ren-tai;JIANG Yu-jing;ZHAGN Qing-song;YANG Lei;SHA Fei;CHEN Bo-han;WANG Hong-liang;Geotechnical and Structural Engineering Research Center;Shandong University;Geoenvironmental 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;
..............page:1937-1946
An improved constitutive model for pile-soil interface based on a statistical damage constitutive model
LI SAI;WANG You;QIN Zhi-hao;LIU Jian-hua;School of Civil Engineering;Central South University;Key Laboratory of Dynamics and Reliability of Structures;College of Hunan Province;Xiangtan University;School of Traffic and Transportation Engineering;Changsha University of Science and Technology;
..............page:1947-1955
A generalized SMP criterion for the optimal support of soft rock tunnel and its comparative analysis
Lü Cai-zhong;SUN Ya-li;College of Civil Engineering and Architecture;Quzhou University;
..............page:1956-1962+2020
A model for calculating the compressive deformation of remolded loess
SHI Bo-yi;NI Wan-kui;WANG Yan-hui;LI Zheng-zheng;YUAN Zhi-hui;College of Geology Engineering and Surveying;Chang’an University;Hangzhou Survey;Design and Research Institute;
..............page:1963-1968+2046
Calculation method of limit overlying earth pressure on shield tunnel during lifting
ZHOU Jun-hong;GONG Quan-mei;ZHOU Shun-hua;HAN Gao-xiao;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;School of Civil Engineering;Lanzhou Jiaotong University;
..............page:1969-1976
Optimization of gradation of rockfill materials based on the fractal theory
WU Ying;MA Gang;ZHOU Wei;YANG Li-fu;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;
..............page:1977-1985
An analytic solution for spherical cavity expansion based on energy dissipation theory
CHAO Ming-song;GAO Meng;ZHANG Ji-yan;CHEN Qing-shen;Institute of Civil Engineering and Architecture;Shandong University of Science and Technology;Shandong Province Key Laboratory of Civil Engineering & Disaster Prevention and Mitigation;Shandong University of Science and Technology;Department of Civil and Environmental Engineering;National University of Singapore;
..............page:1986-1993
Slope risk assessment using efficient random finite element method
LI Dian-qing;XIAO Te;CAO Zi-jun;ZHOU Chuang-bing;PHOON Kok-kwang;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:1994-2003
Influence of foundation pit excavation on adjacent metro tunnels
WANG Li-feng;PANG Jin;XU Yun-fu;YANG Kai-fang;School of Civil Engineering and Architecture;Zhejiang University of Science and Technology;Hangzhou Xiaoshan Urban Construction Investment Group Co.;Ltd.;
..............page:2004-2010
Simplified analysis of adjacent single-pile response subjected to foundation pit excavation based on virtual image technique
ZHANG Zhi-guo;ZHAO Qi-hua;XU Chen;HU Li-sheng;School of Environment and Architecture;University of Shanghai for Science and Technology;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Shenzhen Zhongtieerju Engineering Co.;Ltd.;
..............page:2011-2020
Discussion on determination method of anchor-net-cable coupling support parameters of surrounding rock in a large broken zone
YU Feng-hai;ZHAO Tong-bin;HU Shan-chao;GUO Wei-yao;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;Key Laboratory of Safe and Effective Coal Mining;Anhui University of Science and Technology;
..............page:2021-2027
Identification of homogeneous structural domains of jointed rock masses based on joint occurrence and trace length
RUAN Yun-kai;CHEN Jian-ping;LI Yan-yan;ZHAN Jie-wei;CAO Cen;TIAN Shu-wen;College of Construction Engineering;Jilin University;Institute of Geology and Geophysics;Chinese Academy of Sciences;
..............page:2028-2032
Study of roof breaking law of fully mechanized top coal caving mining in ultra-thick coal seam based on fracture mechanics
YANG Deng-feng;ZHANG Lin-fan;CHAI Mao;LI Bo;BAI Yi-fei;School of Mechanics & Civil Engineering;China University of Mining & Technology;Department of Architecture and Civil Engineering;Taishan Polytechnic;
..............page:2033-2039
Experimental study of disturbance caused by the advancing speed of shield tunneling in soft soil
BAI Ting-hui;LIU Shu-jia;LIAO Shao-ming;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Shanghai Shentong Metro Co.;Ltd.;
..............page:2040-2046
Experimental study of application of yielding bolt to large deformation tunnel
ZHANG Biao;ZHANG Zhi-qiang;WANG Bo;ZHOU Li;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;School of Civil Engineering;Southwest Jiaotong University;
..............page:2047-2055
Measurement and prediction of the transientsurface movement and deformation induced by mining under thick alluvium
XU Guo-sheng;LI De-hai;HOU De-feng;ZHANG Yan-bin;Institute of Energy Science and Engineering;Henan Polytechnic University;
..............page:2056-2062
A method for calculating active earth pressure of soil piece with a finite width between adjacent foundation pits
YUE Shu-qiao;ZUO Ren-yu;LU Zhao;Shenzhen Qianhai Development & Investment Holding Co.;Ltd.;Shenzhen Gongkan Geotechnical Group Co.;Ltd.;Shenzhen Key Lab of Urban & Civil Engineering Disaster Prevention & Reduction;Harbin Institute of Technology;Shenzhen Graduate School;
..............page:2063-2069
Classification of hazard levels of carbon dioxide dispersion under a well blowout in a CCS project
LI Qi;SHI Hui;YANG Duo-xing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;Institute of Crustal Dynamics;Chinese Earthquake Administration;
..............page:2070-2078+2084
Improved radial movement optimization algorithm for slope stability analysis
PAN Zhuo-fu;JIN Liang-xing;CHEN Wen-sheng;School of Civil Engineering;Central South University;School of Civil Engineering and Architecture;Changsha University of Science and Technology;
..............page:2079-2084
Particle flow code analysis of multi-scale jointed rock mass based upon equivalent rock mass technique
ZHOU Yu;WANG Li;DING Jian-feng;WU Hao-yan;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.;Shandong Gold Mining Co.;Ltd.;
..............page:2085-2095+2127
A strength reduction method considering reduction of strength parameters coordinating with deformation parameters
YUAN Wei;HAO Xiao-tian;LI Xiao-chun;BAI Bing;WANG Wei;CHEN Xiang-jun;JI Xiao-lei;School of Civil Engineering;Shijiazhuang Tiedao University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Chongqing Technology & Business Institute;China North Industries Norengeo Ltd.;
..............page:2096-2100
Theoretical analysis and numerical simulation of rock damage and failure under wedge cutting
ZOU Fei;LONG Wan-xue;LI Liang;Guizhou Transportation Planning Survey & Design Academe;School of Civil Engineering;Central South University;Construction Engineering Quality Supervision Bureau of Guizhou Province;
..............page:2101-2108
Development and application of a true triaxial gas-solid coupling testing system for coal seepage
LI Wen-xin;WANG Gang;DU Wen-zhou;WANG Peng-fei;CHEN Jin-hua;SUN Wen-bin;College of Mining and Safety Engineering;Shandong University of Science and Technology;Key Laboratory of Ministry of Education for Mine Disaster Prevention and Control;Shandong University of Science and Technology;National Key Laboratory of Gas Disaster Detecting;Preventing and Emergency Controlling;Chongqing Research Institute of China Coal Technology & Engineering Group Corporation;
..............page:2109-2118
Model test on bedding rock slope under rainfall conditions based on fiber grating technology
LI Long-qi;JU Neng-pan;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;College of Environment and Civil Engineering;Chengdu University of Technology;
..............page:2119-2127