1000-7598
2015 Issue 5
Review of thermo-hydro-mechanical coupled tests and constitutive models of clays
CHEN Wei-zhong;GONG Zhe;YU Hong-dan;MA Yong-shang;TIAN Hong-ming;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Geotechnical and Structural Engineering Research Center;Shandong University;
CHEN Wei-zhong;GONG Zhe;YU Hong-dan;MA Yong-shang;TIAN Hong-ming;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Geotechnical and Structural Engineering Research Center;Shandong University;
..............page:1217-1238
..............page:1238
Shear wave velocity and peak ground acceleration based deterministic and probabilistic assessment of seismic soil liquefaction potential
KONG Meng-yun;CHEN Guo-xing;LI Xiao-jun;CHANG Xiang-dong;ZHOU Guo-liang;Institute of Geotechnical Engineering;Nanjing Technology University;Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province;Nanjing Technology University;Institute of Geophysics;China Earthquake Administration;Nuclear and Radiation Safety Center;Ministry of Environmental Protection of China;
KONG Meng-yun;CHEN Guo-xing;LI Xiao-jun;CHANG Xiang-dong;ZHOU Guo-liang;Institute of Geotechnical Engineering;Nanjing Technology University;Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province;Nanjing Technology University;Institute of Geophysics;China Earthquake Administration;Nuclear and Radiation Safety Center;Ministry of Environmental Protection of China;
..............page:1239-1252+1260
Estimation of critical hydraulic gradient of coarse-grained soils based on Copula theory
HUANG Da;ZENG Bin;GU Dong-ming;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
HUANG Da;ZENG Bin;GU Dong-ming;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:1253-1260
Theoretical probability distribution of shear strength parameters for rock
CUI Jie;JIANG Quan;FENG Xia-ting;GAO Hong;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
CUI Jie;JIANG Quan;FENG Xia-ting;GAO Hong;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1261-1274
Comparing a new double reduction method to classic strength reduction method for slope stability analysis
BAI Bing;YUAN Wei;SHI Lu;LI Jun;LI Xiao-chun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Shijiazhuang Railway Institute;Key Laboratory of Efficient Utilization of Low and Medium Grade Energy;Tianjin University;
BAI Bing;YUAN Wei;SHI Lu;LI Jun;LI Xiao-chun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering;Shijiazhuang Railway Institute;Key Laboratory of Efficient Utilization of Low and Medium Grade Energy;Tianjin University;
..............page:1275-1281
Impact of freezing and thawing cycles on structure of soils and its mechanism analysis by laboratory testing
ZHENG Yun;MA Wei;BING Hui;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
ZHENG Yun;MA Wei;BING Hui;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:1282-1287+1294
Mechanism of sliding friction at pile-soil interface of jacked pile
HU Yong-qiang;TANG Lian-sheng;LI Zhao-yuan;Engineering School;Sun Yat-sen University;School of Civil Engineering;Guangzhou University;Department of Earth Science;Sun Yat-sen University;Guangdong Provincial Key Laboratory of Mineral Resources & Geological Processes;Guangdong Yongji Building Foundation Co.;Ltd.;
HU Yong-qiang;TANG Lian-sheng;LI Zhao-yuan;Engineering School;Sun Yat-sen University;School of Civil Engineering;Guangzhou University;Department of Earth Science;Sun Yat-sen University;Guangdong Provincial Key Laboratory of Mineral Resources & Geological Processes;Guangdong Yongji Building Foundation Co.;Ltd.;
..............page:1288-1294
Settlement mechanism of unsaturated red layers embankment based on rheology and consolidation theories
LIU Jun-xin;YANG Chun-he;XIE Qiang;LIU Yu-tian;School of Civil Engineering and Architecture;Southwest University of Science and Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Geosciences and Environmental Engineering;Southwest Jiaotong University;
LIU Jun-xin;YANG Chun-he;XIE Qiang;LIU Yu-tian;School of Civil Engineering and Architecture;Southwest University of Science and Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Geosciences and Environmental Engineering;Southwest Jiaotong University;
..............page:1295-1305
Contaminant transport under seeping condition in porous media with a contaminant source of cyclically variable concentration
LI Hua-wei;BAI Bing;WANG Meng-shu;XU Tao;School of Civil Engineering;Beijing Jiaotong University;
LI Hua-wei;BAI Bing;WANG Meng-shu;XU Tao;School of Civil Engineering;Beijing Jiaotong University;
..............page:1306-1312
Influence of nonlinear shear strength parameters on stability of slopes with cracks subjected to seismic effects based on upper bound limit analysis
LI De-jian;ZHAO Lian-heng;LI Liang;CHENG Xiao;School of Civil Engineering;Central South University;
LI De-jian;ZHAO Lian-heng;LI Liang;CHENG Xiao;School of Civil Engineering;Central South University;
..............page:1313-1321+1327
Centrifuge model test and numerical simulation of coarse-grained soil
XU Han;CHENG Zhan-lin;TAI Pei;PAN Jia-jun;HUANG Bin;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
XU Han;CHENG Zhan-lin;TAI Pei;PAN Jia-jun;HUANG Bin;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:1322-1327
Model soil design considering similitude of dynamic constitutive model and evaluation of similarity level
WANG Zhi-jia;ZHANG Jian-jing;YAN Kong-ming;WU Jin-biao;DENG Xiao-ning;School of Civil Engineering;Southwest Jiaotong University;China Nuclear Industry Geotechnical Engineering Co.;Ltd.;
WANG Zhi-jia;ZHANG Jian-jing;YAN Kong-ming;WU Jin-biao;DENG Xiao-ning;School of Civil Engineering;Southwest Jiaotong University;China Nuclear Industry Geotechnical Engineering Co.;Ltd.;
..............page:1328-1332+1338
Comparative model tests on failure modes of piles with a variable longitudinal section under ultimate load
KONG Gang-qiang;CAO Zhao-hu;ZHOU Hang;DENG Zong-wei;GUO You-lin;School of Civil Engineering;Hunan City University;Key Laboratory of Geomechanics and Embankment Engineering;Ministry of Education;Hohai University;
KONG Gang-qiang;CAO Zhao-hu;ZHOU Hang;DENG Zong-wei;GUO You-lin;School of Civil Engineering;Hunan City University;Key Laboratory of Geomechanics and Embankment Engineering;Ministry of Education;Hohai University;
..............page:1333-1338
Water-retention and deformation characteristics of Gaomiaozi Ca-bentonite during wetting-drying cycles
YU Xiang;SUN De-an;SUN Wen-jing;Department of Civil Engineering;Shanghai University;
YU Xiang;SUN De-an;SUN Wen-jing;Department of Civil Engineering;Shanghai University;
..............page:1339-1346
Analysis of a rigid rectangular plate footing on transversely isotropic subgrade
AI Zhi-yong;WU Quan-long;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
AI Zhi-yong;WU Quan-long;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:1347-1351
An integral method for calculating pore structure eigenvalue of rock
LI Min;TAO Zheng-wu;LIU Quan-wen;WU Ze-min;LI Tao;XIAO Wen-lian;KANG Ju;State Key of Oil and Gas Reservoir Geology and Exploitation;Southwest Petroleum University;Petroleum Engineering College;Guangdong University of Petrochemical Technology;Fourth Project Department of Extra-Low Permeability Reservoirs;Changqing Oilfield Company;Oil Exploration and Development Academy of Henan Oilfield Branch of Sinopec;Natural Gas Department;Tarim Oilfield Company;Petro China;
LI Min;TAO Zheng-wu;LIU Quan-wen;WU Ze-min;LI Tao;XIAO Wen-lian;KANG Ju;State Key of Oil and Gas Reservoir Geology and Exploitation;Southwest Petroleum University;Petroleum Engineering College;Guangdong University of Petrochemical Technology;Fourth Project Department of Extra-Low Permeability Reservoirs;Changqing Oilfield Company;Oil Exploration and Development Academy of Henan Oilfield Branch of Sinopec;Natural Gas Department;Tarim Oilfield Company;Petro China;
..............page:1352-1356
A method for determining the ratio of similar materials with cement and plaster as bonding agents
SHI Xiao-meng;LIU Bao-guo;XIAO Jie;School of Civil Engineering;Beijing Jiaotong University;China Ordnance Industry and Geotechnical Institute;
SHI Xiao-meng;LIU Bao-guo;XIAO Jie;School of Civil Engineering;Beijing Jiaotong University;China Ordnance Industry and Geotechnical Institute;
..............page:1357-1362
Model test on installation effect of tapered piles in transparent soils
CAO Zhao-hu;KONG Gang-qiang;ZHOU Hang;GENG Zhi-zhou;Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education;Hohai University;College of Civil and Transportation Engineering;Hohai University;Nanjing Hydraulic Research Institute;
CAO Zhao-hu;KONG Gang-qiang;ZHOU Hang;GENG Zhi-zhou;Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education;Hohai University;College of Civil and Transportation Engineering;Hohai University;Nanjing Hydraulic Research Institute;
..............page:1363-1367+1374
Dynamic constitutive model of jointed rock mass based on the theory of composite damage
DENG Zheng-ding;WANG Zhen;LIU Hong-yan;China Academy of Railway Sciences;Northwest Research Institute Co.;Ltd. of C. R. E. C.;School of Engineering and Technology;China University of Geosciences;
DENG Zheng-ding;WANG Zhen;LIU Hong-yan;China Academy of Railway Sciences;Northwest Research Institute Co.;Ltd. of C. R. E. C.;School of Engineering and Technology;China University of Geosciences;
..............page:1368-1374
Modified computational method for active earth pressure
WANG Shi-chuan;SUN Ben-jie;SHAO Yan;School of Civil Engineering;Anhui Jianzhu University;
WANG Shi-chuan;SUN Ben-jie;SHAO Yan;School of Civil Engineering;Anhui Jianzhu University;
..............page:1375-1379
Influence of topographical factors on movement distances of toe-type and turning-type landslides triggered by earthquake
FAN Xiao-yi;LENG Xiao-yu;DUAN Xiao-dong;School of Civil Engineering and Architecture;Southwest University of Science and Technology;State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection;Chengdu University of Technology;
FAN Xiao-yi;LENG Xiao-yu;DUAN Xiao-dong;School of Civil Engineering and Architecture;Southwest University of Science and Technology;State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection;Chengdu University of Technology;
..............page:1380-1388
Analysis of influence of structural planes on surface deformation in western area of Chengchao Iron Mine
XIA Kai-zong;CHEN Cong-xin;XIA Tian-you;DONG Yuan-bin;FU Hu;DENG Yang-yang;State Key Laboratory of Geomechanics and Geolechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
XIA Kai-zong;CHEN Cong-xin;XIA Tian-you;DONG Yuan-bin;FU Hu;DENG Yang-yang;State Key Laboratory of Geomechanics and Geolechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1389-1396+1406
Analysis and control of stability of the fractured soft rock surrounding a deep roadway
HE FU-lian;ZHANG Guang-chao;Faculty of Resources & Safety Engineering;China University of Mining & Technology;
HE FU-lian;ZHANG Guang-chao;Faculty of Resources & Safety Engineering;China University of Mining & Technology;
..............page:1397-1406
Squeezing deformation in layered surrounding rock and force characteristics of support system of a tunnel under high in-situ stress
SHA Peng;WU Fa-quan;LI Xiang;LIANG Ning;CHANG Jin-yuan;Key Laboratory of Shale Gas and Geoengineering;Institute of Geology and Geophysics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;China Railway First Survey & Design Institute Group Co.;Ltd.;College of Civil Engineering;Shaoxing University;
SHA Peng;WU Fa-quan;LI Xiang;LIANG Ning;CHANG Jin-yuan;Key Laboratory of Shale Gas and Geoengineering;Institute of Geology and Geophysics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;China Railway First Survey & Design Institute Group Co.;Ltd.;College of Civil Engineering;Shaoxing University;
..............page:1407-1414
..............page:1414+1520
Evaluation of earth pressure around a deeply buried metro shield tunnel with a large cross-section under high water pressure conditions
LI Xue;ZHOU Shun-hua;GONG Quan-mei;CHEN Chang-jiang;Key Laboratory of Road and Traffic Engineering;Ministry of Education;Tongji University;China Railway Tunnel Survey & Design Institute Co.;Ltd.;
LI Xue;ZHOU Shun-hua;GONG Quan-mei;CHEN Chang-jiang;Key Laboratory of Road and Traffic Engineering;Ministry of Education;Tongji University;China Railway Tunnel Survey & Design Institute Co.;Ltd.;
..............page:1415-1420+1427
An approach for monitoring landslide deformation using least-square matching algorithm
GUO Xian-tao;HUANG Teng;ZANG Qi-bin;LI Gui-hua;School of Earth Sciences and Engineering;Hohai University;School of Surveying &Land information Engineering;Henan Polytechnic University;
GUO Xian-tao;HUANG Teng;ZANG Qi-bin;LI Gui-hua;School of Earth Sciences and Engineering;Hohai University;School of Surveying &Land information Engineering;Henan Polytechnic University;
..............page:1421-1427
A new method for reliability analysis of dynamic slope stability with considering energy-time distribution
LIU Xiao;TANG Hui-ming;XIONG Cheng-ren;LIU Qing-bing;Three Gorges Research Center for Geo-hazards of Ministry of Education;China University of Geosciences;Department of Civil and Environmental Engineering;Colorado School of Mines;
LIU Xiao;TANG Hui-ming;XIONG Cheng-ren;LIU Qing-bing;Three Gorges Research Center for Geo-hazards of Ministry of Education;China University of Geosciences;Department of Civil and Environmental Engineering;Colorado School of Mines;
..............page:1428-1443+1454
Inversion analysis of permeability coefficients of excavation-disturbed zone around a mudstone roadway with considering self-healing effect
JIA Shan-po;GONG Jun;GAO Min;LUO Jin-ze;YU Hong-dan;Research Center of Geomechanics and Geotechnical Engineering;Yangtze University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
JIA Shan-po;GONG Jun;GAO Min;LUO Jin-ze;YU Hong-dan;Research Center of Geomechanics and Geotechnical Engineering;Yangtze University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1444-1454
Application of three-dimensional transitional isoparametric elements to finite element analysis of geotechnical engineering problems
DONG Wei-xin;WANG Xiang-nan;WANG Yuan;YU Yu-zhen;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
DONG Wei-xin;WANG Xiang-nan;WANG Yuan;YU Yu-zhen;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
..............page:1455-1462
Deep anti-sliding stability analysis of gravity dam with multiple sliding planes based on distinct element method
YANG Li-fu;CHANG Xiao-lin;ZHOU Wei;CHENG Yong-gang;MA Gang;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;
YANG Li-fu;CHANG Xiao-lin;ZHOU Wei;CHENG Yong-gang;MA Gang;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:1463-1470+1480
Establishment and solution of a dynamic and static response numerical model for pulsating hydro-fracturing in coal seams
LU Pei-qing;LI Gen-sheng;HUANG Zhong-wei;SONG Xian-zhi;SHENG Mao;HE Zhen-guo;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;
LU Pei-qing;LI Gen-sheng;HUANG Zhong-wei;SONG Xian-zhi;SHENG Mao;HE Zhen-guo;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;
..............page:1471-1480
Simulation of dynamic response of surrounding rock under the tunneling-induced unloading
WANG Han-peng;XUE Jun-hua;LI Jian-ming;ZHANG Qing-he;MA Qin-yong;Geotechnical and Structural Engineering Research Center;Shandong University;State Key Laboratory of Deep Coal Mining & Environment Protection;MOE Engineering Research Center of Mine Underground Engineering;Anhui University of Science and Technology;
WANG Han-peng;XUE Jun-hua;LI Jian-ming;ZHANG Qing-he;MA Qin-yong;Geotechnical and Structural Engineering Research Center;Shandong University;State Key Laboratory of Deep Coal Mining & Environment Protection;MOE Engineering Research Center of Mine Underground Engineering;Anhui University of Science and Technology;
..............page:1481-1487
Stability analysis of slope under complex stress conditions based on multi-population genetic algorithm
LI Zhong;YANG Jun;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
LI Zhong;YANG Jun;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
..............page:1488-1495+1504
Acoustic emission of sandstone with hydro-mechanical coupling and PFC-based modelling of energy dissipation
MU Kang;YU Jin;LI Hong;CAI Yan-yan;CHEN Xu;Institute of Geotechnical Engineering;Huaqiao University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Civil and Hydraulic Engineering;Dalian University of Technology;
MU Kang;YU Jin;LI Hong;CAI Yan-yan;CHEN Xu;Institute of Geotechnical Engineering;Huaqiao University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Civil and Hydraulic Engineering;Dalian University of Technology;
..............page:1496-1504
Analytical intelligence inversion method of rheological parameters for dam zone rock mass and its application to engineering
XIANG Wen;ZHANG Qiang-yong;ZHANG Jian-guo;Research Center of Geotechnical and Structural Engineering;Shandong University;Shandong Zhengyuan Construction Engineering Co.;Ltd.;
XIANG Wen;ZHANG Qiang-yong;ZHANG Jian-guo;Research Center of Geotechnical and Structural Engineering;Shandong University;Shandong Zhengyuan Construction Engineering Co.;Ltd.;
..............page:1505-1512
Principle and application of a three-dimensional contacting strain rosette
LI Shun-qun;GAO Ling-xia;FENG Hui-qiang;ZHANG Shao-feng;School of Civil Engineering;Henan University;School of Civil and Architecture Engineering;Dalian Nationalities University;School of Civil Engineering;Tianjin Chengjian University;
LI Shun-qun;GAO Ling-xia;FENG Hui-qiang;ZHANG Shao-feng;School of Civil Engineering;Henan University;School of Civil and Architecture Engineering;Dalian Nationalities University;School of Civil Engineering;Tianjin Chengjian University;
..............page:1513-1520