1000-7598
2013 Issue S2
Experimental investigation on creep behavior of soft clays:Review and development
YIN Zhen-yu;ZHU Qi-yin;ZHU Jun-gao;Department of Civil Engineering;Shanghai Jiaotong University;Geotechnical Research Institute;Hohai University;
YIN Zhen-yu;ZHU Qi-yin;ZHU Jun-gao;Department of Civil Engineering;Shanghai Jiaotong University;Geotechnical Research Institute;Hohai University;
..............page:1-17
..............page:1
Development of a hypo-plastic model for earth-rock dams considering rock crushing and density changing
ZHOU Cheng;CHEN Sheng-shui;HE Jian-cun;HE Ning;WU Yan;ZHANG Gui-rong;College of Hydraulic and Hydroelectric Engineering;Sichuan University;Department of Geotechnical Engineering;Nanjing Hydraulic Research Institute;Xinjiang Hydraulic and Hydropower Research Institute;
ZHOU Cheng;CHEN Sheng-shui;HE Jian-cun;HE Ning;WU Yan;ZHANG Gui-rong;College of Hydraulic and Hydroelectric Engineering;Sichuan University;Department of Geotechnical Engineering;Nanjing Hydraulic Research Institute;Xinjiang Hydraulic and Hydropower Research Institute;
..............page:18-21
Centrifugal model test and numerical simulation of embankments on sloping ground with weak interlayer
LIU Yi-lin;HUANG Mao-song;YUAN Wei;WANG Hao-ran;Research Institute of Highway;Ministry of Transport;Key Laboratory of Road Construction & Material;Ministry of Transport;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
LIU Yi-lin;HUANG Mao-song;YUAN Wei;WANG Hao-ran;Research Institute of Highway;Ministry of Transport;Key Laboratory of Road Construction & Material;Ministry of Transport;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:22-26+34
Correlation analysis of collapsible parameters and independent physical indices of loess
SHAO Sheng-jun;YANG Chun-ming;MA Xiu-ting;LU Si;Institute of Geotechnical Engineering;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;Xi’an University of Technology;
SHAO Sheng-jun;YANG Chun-ming;MA Xiu-ting;LU Si;Institute of Geotechnical Engineering;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;Xi’an University of Technology;
..............page:27-34
A method for determining Rayleigh damping based on site characteristic period
DING Hai-ping;MAJun-ling;Key Laboratory of Structure Engineering of Jiangsu Province;Suzhou University of Science and Technology;Institute of Engineering Mechanics;China Earthquake Administration;
DING Hai-ping;MAJun-ling;Key Laboratory of Structure Engineering of Jiangsu Province;Suzhou University of Science and Technology;Institute of Engineering Mechanics;China Earthquake Administration;
..............page:35-40
An elastoplastic analytical solution for circular cavern considering combined thermo-hydro-mechanical action
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.;
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:41-44
Direct shear tests for mechanical characteristics of interface between Qinghai-Tibetan silt and fiberglass reinforced plastics
WEN Zhi;YU Qi-hao;MAWei;DONG Sheng-shi;NIU Fu-jun;WANG Da-yan;YANG Zhen;State Key Laboratory of Frozen Soil Engineering;Cold andArid Regions Environmental and Engineering Research Institute;ChineseAcademy of Sciences;School of Civil Engineering and Mechanics;Lanzhou University;
WEN Zhi;YU Qi-hao;MAWei;DONG Sheng-shi;NIU Fu-jun;WANG Da-yan;YANG Zhen;State Key Laboratory of Frozen Soil Engineering;Cold andArid Regions Environmental and Engineering Research Institute;ChineseAcademy of Sciences;School of Civil Engineering and Mechanics;Lanzhou University;
..............page:45-50
Experimental study and curve fitting of soil-water characteristic curve
TAN Xiao-hui;YU Wei;SHEN Meng-fen;HU Na;School of Resources and Environmental Engineering;Hefei University of Technology;
TAN Xiao-hui;YU Wei;SHEN Meng-fen;HU Na;School of Resources and Environmental Engineering;Hefei University of Technology;
..............page:51-56
Research on mechanical behaviors and failure modes of layer shale
JIA Chang-gui;CHEN Jun-hai;GUO Yin-tong;YANG Chun-he;XU Jing-bin;WANG Lei;Sinopec Research Institute of Petroleum Engineering;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
JIA Chang-gui;CHEN Jun-hai;GUO Yin-tong;YANG Chun-he;XU Jing-bin;WANG Lei;Sinopec Research Institute of Petroleum Engineering;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:57-61
Analysis of critical rotation angle of homogeneous soil slopes instability aroused by seismic action
QIAN Hai-tao;ZHANG Li-fang;QIN Si-qing;WANG Si-jing;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Geology and Geophysics;Chinese Academy of Sciences;
QIAN Hai-tao;ZHANG Li-fang;QIN Si-qing;WANG Si-jing;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Geology and Geophysics;Chinese Academy of Sciences;
..............page:62-66+73
Dilatant behavior of intensely weathered coarse-grained soils in large-scale direct shear tests
ZHANG Jia-ming;HU Ming-jian;HOU Guo-qiang;ZHANG Biao-zhi;CHEN Yong-jun;Engineering Faculty;China University of Geosciences;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway 17 Bureau Group No.1 Engineering Co.;Ltd.;Institute of Highway;Ministry of Transport;China Nuclear Industry 22nd Construction Co.;Ltd.;
ZHANG Jia-ming;HU Ming-jian;HOU Guo-qiang;ZHANG Biao-zhi;CHEN Yong-jun;Engineering Faculty;China University of Geosciences;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway 17 Bureau Group No.1 Engineering Co.;Ltd.;Institute of Highway;Ministry of Transport;China Nuclear Industry 22nd Construction Co.;Ltd.;
..............page:67-73
Experimental study of engineering properties of geogrid-reinforced loess mixed with sand
HU You-chang;SHEN Jun-min;ZHAO Jian-bin;GU Guang-dou;CAI Hua-nan;Key Laboratory of Highway Construction & Maintenance Technique in Loess Region;Shanxi Provincial Research Institute of Communications;School of Transportation;Wuhan University of Technology;
HU You-chang;SHEN Jun-min;ZHAO Jian-bin;GU Guang-dou;CAI Hua-nan;Key Laboratory of Highway Construction & Maintenance Technique in Loess Region;Shanxi Provincial Research Institute of Communications;School of Transportation;Wuhan University of Technology;
..............page:74-80+87
Model test research on pile-slab-soil interaction of pile-slab structure
XIAO Hong;FENG Yan;GONG Xiao-ping;School of Civil Engineering;Beijing Jiaotong University;
XIAO Hong;FENG Yan;GONG Xiao-ping;School of Civil Engineering;Beijing Jiaotong University;
..............page:81-87
Modification of Hoek-Brown criterion and its application based on fuzzy synthetic evaluation
ZHANG Liang-gang;WU Li;XU Chang-mao;CHEN Jian;Faculty of Engineering;China University of Geosciences;
ZHANG Liang-gang;WU Li;XU Chang-mao;CHEN Jian;Faculty of Engineering;China University of Geosciences;
..............page:88-93+99
Influence of drainage condition on dynamic cyclic behavior of saturated soft clay under long-term cyclic loading
GUO Lin;CAI Yuan-qiang;WANG Jun;College of Architecture and Civil Engineering;Wenzhou University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;
GUO Lin;CAI Yuan-qiang;WANG Jun;College of Architecture and Civil Engineering;Wenzhou University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;
..............page:94-99
Research on dynamic compaction characteristics of aeolian sand in desert region of Keerqin
ZHANG Hong;WANG Zhi-yuan;LIU Run-xing;Collge of Transportation;Inner Mongolia University;
ZHANG Hong;WANG Zhi-yuan;LIU Run-xing;Collge of Transportation;Inner Mongolia University;
..............page:100-104
Modified test research of sericite schist coarse aggregates
QIN Shang-lin;YANG Lan-qiang;CHEN Rong-hui;XIONG Shu-dan;State Key Laboratory of Geomechanics and Geotechnical Engcneering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
QIN Shang-lin;YANG Lan-qiang;CHEN Rong-hui;XIONG Shu-dan;State Key Laboratory of Geomechanics and Geotechnical Engcneering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:105-109
Analytical solution of moisture migration in crust layer of vacuum preloading zone
WU Yue-dong;SHI Xiao-yan;LIU Jian;DIAO Hong-guo;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
WU Yue-dong;SHI Xiao-yan;LIU Jian;DIAO Hong-guo;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:110-114
Collapsible deformation properties of Q2 loess in Pucheng of Shaanxi province
FANG Xiang-wei;SHEN Chun-ni;LI Chun-hai;WANG Long;LIU Hou-jian;Chongqing Key Laboratory of Geomechanics & Geoenvironment Protection;Department of Civil Engineering;Logistical Engineering University;School of Civil Engineering and Architecture;Chongqing University of Science and Technology;Northwest Electric Power Design Institute;
FANG Xiang-wei;SHEN Chun-ni;LI Chun-hai;WANG Long;LIU Hou-jian;Chongqing Key Laboratory of Geomechanics & Geoenvironment Protection;Department of Civil Engineering;Logistical Engineering University;School of Civil Engineering and Architecture;Chongqing University of Science and Technology;Northwest Electric Power Design Institute;
..............page:115-120
Effects of overconsolidation ratio and stress rate on unloading mechanical behavior of expansive clay
LI Xin-ming;KONG Ling-wei;GUOAi-guo;ZHOU Heng;ZHU Ming-hui;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Nanyang Wandaxin Expressway Construction Co.;Ltd.;
LI Xin-ming;KONG Ling-wei;GUOAi-guo;ZHOU Heng;ZHU Ming-hui;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Nanyang Wandaxin Expressway Construction Co.;Ltd.;
..............page:121-127
Research on modified super-loading and sub-loading yield surface model of loess
LUO Ai-zhong;SHAO Sheng-jun;CHEN Chang-lu;FANG Juan;School of Architecture Engineering;Bijie University;Institute of Geotechnical Engineering;Xi’an University of Technology;
LUO Ai-zhong;SHAO Sheng-jun;CHEN Chang-lu;FANG Juan;School of Architecture Engineering;Bijie University;Institute of Geotechnical Engineering;Xi’an University of Technology;
..............page:128-133
Study of pore characteristics of offshore clay by SEM and MIP and NA methods
ZHANG Xian-wei;KONG Ling-wei;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHANG Xian-wei;KONG Ling-wei;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:134-142
Model test study of vertical buried continuous pipelines displacements affected by tunnelling in sand
WANG Zheng-xing;MIAO Lin-chang;WANG Ran-ran;PAN Hao;Institute of Geotechnical Engineering;Southeast University;
WANG Zheng-xing;MIAO Lin-chang;WANG Ran-ran;PAN Hao;Institute of Geotechnical Engineering;Southeast University;
..............page:143-149
Comparative laboratory study of lime-treated expansive soil and red clay
SUN Zhi-liang;GUO Ai-guo;TAI Jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
SUN Zhi-liang;GUO Ai-guo;TAI Jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:150-155
Three-dimensional stability analysis of slope with weak interlayer
WANG Hao-ran;HUANG Mao-song;LIU Yi-lin;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Research Institute of Highway;Ministry of Transport;Key Laboratory of Road Structure & Material;Ministry of Transport;
WANG Hao-ran;HUANG Mao-song;LIU Yi-lin;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Research Institute of Highway;Ministry of Transport;Key Laboratory of Road Structure & Material;Ministry of Transport;
..............page:156-160
Study of elasto-viscoplastic model and microstructural test of soft soils under consolidation by preloading method
HU Sheng-xia;School ofArchitecture & Engineering;Yanan University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;
HU Sheng-xia;School ofArchitecture & Engineering;Yanan University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;
..............page:161-167+173
Mechanical behavior of sandstone and its neural network simulation of constitutive model considering cyclic drying-wetting effect
LI Ke-gang;ZHENG Dong-pu;HUANG Wei-hui;Faculty of Land and Resources Engineering;Kunming University of Science and Technology;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;Xingtai Construct Engineering Quality Testing Center;
LI Ke-gang;ZHENG Dong-pu;HUANG Wei-hui;Faculty of Land and Resources Engineering;Kunming University of Science and Technology;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;Xingtai Construct Engineering Quality Testing Center;
..............page:168-173
Effect of viscoelasticity in block-rock mass partings to the propagation of pendulum waves
WANG Kai-xing;PAN Yi-shan;ZENG Xiang-hua;XIAO Yong-hui;LI Zhong-hua;JA Bao-xin;School of Mechanics and Engineering;Liaoning Technical University;
WANG Kai-xing;PAN Yi-shan;ZENG Xiang-hua;XIAO Yong-hui;LI Zhong-hua;JA Bao-xin;School of Mechanics and Engineering;Liaoning Technical University;
..............page:174-179
A study of dynamic shear strength of frozen soil-concrete contact interface
Lü Peng;LIU Jian-kun;CUI Ying-hui;School of Civil Engineering;Beijing Jiaotong University;
Lü Peng;LIU Jian-kun;CUI Ying-hui;School of Civil Engineering;Beijing Jiaotong University;
..............page:180-183
Soil-water characteristic curve and permeability perdiction on Childs &Collis-Geroge model of unsaturated loess
LI Ping;LI Tong-lu;WANG Hong;LIANG Yan;Department of Geological Engineering;School of Geological Engineering and Surveying;Chang’an University;Key Laboratory of Education Ministry on Highway Engineering of Special Region;Institute of Highway;Chang’an University;
LI Ping;LI Tong-lu;WANG Hong;LIANG Yan;Department of Geological Engineering;School of Geological Engineering and Surveying;Chang’an University;Key Laboratory of Education Ministry on Highway Engineering of Special Region;Institute of Highway;Chang’an University;
..............page:184-189
Experimental study of wetting expansibility and mechanical properties of weak expansive soil in Nanyang section of South-to-North Water Diversion Project
HE Fang-chan;LI Zong-kun;School of Water Conservancy and Environmental Engineering;Zhengzhou University;Key Laboratory of Hydraulic Engineering Safety Technique of Henan Province;Henan Provincial Water Conservancy Research Institute;
HE Fang-chan;LI Zong-kun;School of Water Conservancy and Environmental Engineering;Zhengzhou University;Key Laboratory of Hydraulic Engineering Safety Technique of Henan Province;Henan Provincial Water Conservancy Research Institute;
..............page:190-194+203
Experimental study of SEM-EDS for cementation bond characteristics of Zhanjiang clay
ZHANG Xian-wei;KONG Ling-wei;WANG Jing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHANG Xian-wei;KONG Ling-wei;WANG Jing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:195-203
Research on strength characteristics of unsaturated red clay
FU Xin-hui;WEI Chang-fu;YAN Rong-tao;ZHANG Qin;LAI You-hua;College of Civil Engineering and Architecture;Guilin University of Technology;Fujian Provincial Institute of Architectural Design and Research;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;CSCEC Strait Construction and Development Co.;Ltd.;
FU Xin-hui;WEI Chang-fu;YAN Rong-tao;ZHANG Qin;LAI You-hua;College of Civil Engineering and Architecture;Guilin University of Technology;Fujian Provincial Institute of Architectural Design and Research;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;CSCEC Strait Construction and Development Co.;Ltd.;
..............page:204-209
Study of chemical modification of dispersive clay based on mechanism of dispersivity of cohesive soil
ZHAO Gao-wen;FAN Heng-hui;CHEN Hua;LU Li-na;SHI Mei;College of Water Conservancy and Architectural Engineering;Northwest A&F University;Department of Architecture Engineering;Yulin University;College of Resources and Environment;University of Chinese Academy of Sciences;
ZHAO Gao-wen;FAN Heng-hui;CHEN Hua;LU Li-na;SHI Mei;College of Water Conservancy and Architectural Engineering;Northwest A&F University;Department of Architecture Engineering;Yulin University;College of Resources and Environment;University of Chinese Academy of Sciences;
..............page:210-213+228
Sub-regional nonlinear in-situ stress inversion analysis of complex high steep slope of open pit
WANG Jin-an;HUANG Kun;ZHANG Ran;Key Laboratory of Ministry of Education for Effective Mining and Safety of Metal Mines;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
WANG Jin-an;HUANG Kun;ZHANG Ran;Key Laboratory of Ministry of Education for Effective Mining and Safety of Metal Mines;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
..............page:214-221
A study progress on in-situ soaking test on collapsible loess
HUANG Xue-feng;YANG Xiao-hui;School of Civil Engineering;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;
HUANG Xue-feng;YANG Xiao-hui;School of Civil Engineering;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;
..............page:222-228
Calculation methods and stress characteristics of a hardfill dam
WU Meng-xi;SUN Ning;Institute of Mechanics;Chinese Academy of Sciences;
WU Meng-xi;SUN Ning;Institute of Mechanics;Chinese Academy of Sciences;
..............page:229-236+241
Modified finite element method for shear strength reduction and instability criterion in slope stability analysis
SHI Jian-yong;CAO Qiu-rong;ZHOU Lu-fei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;
SHI Jian-yong;CAO Qiu-rong;ZHOU Lu-fei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;
..............page:237-241
Stability criterion and influencing zone of loess collapse with toppling style
YE Wan-jun;DONG Xi-hao;YANG Geng-she;LI Xiao;College ofArchitecture and Civil Engineering;Xi’an University of Science & Technology;
YE Wan-jun;DONG Xi-hao;YANG Geng-she;LI Xiao;College ofArchitecture and Civil Engineering;Xi’an University of Science & Technology;
..............page:242-246+251
On effective rainfall of slope instability
JIAN Wen-bin;XU Xu-tang;ZHENG Min-zhou;LIU Kan;LAI Shu-qin;Fujian Provincial Key Laboratory of Geological Hazards;Institute of Geotechnical and Geological Engineering;Fuzhou University;
JIAN Wen-bin;XU Xu-tang;ZHENG Min-zhou;LIU Kan;LAI Shu-qin;Fujian Provincial Key Laboratory of Geological Hazards;Institute of Geotechnical and Geological Engineering;Fuzhou University;
..............page:247-251
Empirical models of creep settlements of concrete-faced rockfill dam and their applications
LI Shou-ju;YU Shen;ZHANG Jun;TIAN Ze-run;State Key Laboratory of Structural Analysis for Industrial Equipment;Dalian University of Technology;Liaoning Pushihe Pumped Storage Company Limited;
LI Shou-ju;YU Shen;ZHANG Jun;TIAN Ze-run;State Key Laboratory of Structural Analysis for Industrial Equipment;Dalian University of Technology;Liaoning Pushihe Pumped Storage Company Limited;
..............page:252-256
Study of design method and numerical simulation for anti-frost heave cushion of canal
AN Peng;XING Yi-chuan;ZHANGAi-jun;ZHU Peng-tao;China Institute of Water Resources and Hydropower Research;College of Water Resources and Architectural Engineering;Northwest A & F University;
AN Peng;XING Yi-chuan;ZHANGAi-jun;ZHU Peng-tao;China Institute of Water Resources and Hydropower Research;College of Water Resources and Architectural Engineering;Northwest A & F University;
..............page:257-264+271
Study of section optimization for high geostress soft rock tunnel considering rheological effect
TIAN Hong-ming;CHEN Wei-zhong;ZHENG Peng-qiang;YU Jian-xin;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechancis;Chinese Academy of Sciences;Geotechnical & Structural Engineering Research Center;Shandong University;
TIAN Hong-ming;CHEN Wei-zhong;ZHENG Peng-qiang;YU Jian-xin;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechancis;Chinese Academy of Sciences;Geotechnical & Structural Engineering Research Center;Shandong University;
..............page:265-271
A high-performance preconditioner for iterative solutions of geotechnical applications
CHEN Xi;LIU Jian-kun;LI Xu;TIAN Ya-hu;WANG Ying-nan;School of Civil Engineering;Beijing Jiaotong University;
CHEN Xi;LIU Jian-kun;LI Xu;TIAN Ya-hu;WANG Ying-nan;School of Civil Engineering;Beijing Jiaotong University;
..............page:272-277
Study of working mechanism of composite supporting structure with underpinning piles and soil nailing
WEI Huan-wei;ZHANG Yong;School of Civil Engineering;Shangdong Jianzhu University;Institute of Geophysical and Geochemical Prospecting;
WEI Huan-wei;ZHANG Yong;School of Civil Engineering;Shangdong Jianzhu University;Institute of Geophysical and Geochemical Prospecting;
..............page:278-284
Research on effect of train running on elevated line of high-speed railway on existing railway subgrade
SHI Jin;ZOU Kai;GU Ai-jun;JIANG Hui;LIANG Qing-huai;School of Civil Engineering;Beijing Jiaotong University;
SHI Jin;ZOU Kai;GU Ai-jun;JIANG Hui;LIANG Qing-huai;School of Civil Engineering;Beijing Jiaotong University;
..............page:285-290
Settlement prediction of tunnel based on multiple kernels learning mode
FAN Si-xia;ZHOU Qi-cai;XIONG Xiao-lei;ZHAO Jiong;School of Mechanical and Engineering;Tongji University;
FAN Si-xia;ZHOU Qi-cai;XIONG Xiao-lei;ZHAO Jiong;School of Mechanical and Engineering;Tongji University;
..............page:291-298
Mechanism of effects of wetting-drying on nonuniform settlement and caved wall collapse in slope disintegration erosion area
ZHANG Xiao-ming;DING Shu-wen;CAI Chong-fa;LIU Jian-bo;College of Resources and Environment;Huazhong Agricultural University;Key Laboratory of Arable Land Conservation;Middle and Lower Reaches of Yangtze River of Ministry of Agriculture;Huazhong Agricultural University;
ZHANG Xiao-ming;DING Shu-wen;CAI Chong-fa;LIU Jian-bo;College of Resources and Environment;Huazhong Agricultural University;Key Laboratory of Arable Land Conservation;Middle and Lower Reaches of Yangtze River of Ministry of Agriculture;Huazhong Agricultural University;
..............page:299-305
Supporting technology for shallow large-span neighborhood loess tunnel
HE Li-chao;WANG Meng-shu;LI Yu-jie;Tunneling and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;Beijing Capital Highway Development Group Co.;Ltd.;Beijing Mass Transit Railway Operation;Subway Operation Technology Centre;Co.;Ltd.;
HE Li-chao;WANG Meng-shu;LI Yu-jie;Tunneling and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;Beijing Capital Highway Development Group Co.;Ltd.;Beijing Mass Transit Railway Operation;Subway Operation Technology Centre;Co.;Ltd.;
..............page:306-310
Study of dynamic damage of surrounding rocks for tunnels under high in-situ stress
YANG Dong;LI Hai-bo;XIAXiang;LUO Chao-wen;LI Wei-bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway 16th Bureau Group Fifth Engineering Co.;Ltd.;
YANG Dong;LI Hai-bo;XIAXiang;LUO Chao-wen;LI Wei-bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway 16th Bureau Group Fifth Engineering Co.;Ltd.;
..............page:311-317
Field test research on treatment effect of embankment foundation in class Ⅳ dead-weight collapsible loess zone along railway passenger dedicated line
WANG Xiao-jun;WANG Wen-di;LI Ming;WEI Yong-liang;YANG Yin-hai;QU Yao-hui;Ningbo Institute of Technology;Zhejiang University;School ofArchitecture Engineering;Ningbo University of Technology;The Second Navigation Engineering Bureau of China Communication Construction Company Ltd.;Northwest Research Institute Co.;Ltd.;of China Railway Engineering Corporation;
WANG Xiao-jun;WANG Wen-di;LI Ming;WEI Yong-liang;YANG Yin-hai;QU Yao-hui;Ningbo Institute of Technology;Zhejiang University;School ofArchitecture Engineering;Ningbo University of Technology;The Second Navigation Engineering Bureau of China Communication Construction Company Ltd.;Northwest Research Institute Co.;Ltd.;of China Railway Engineering Corporation;
..............page:318-324+362
Study of ultimate aseismic capacity of Wudongde high arch dam
XIONG Kun;WENG Yong-hong;HU Zhong-ping;CAO Qu-xiu;Changjiang Institute of Survey;Planning;Design and Research;National Dam Safety Research Center;Changjiang Institute of Survey;Planning;
XIONG Kun;WENG Yong-hong;HU Zhong-ping;CAO Qu-xiu;Changjiang Institute of Survey;Planning;Design and Research;National Dam Safety Research Center;Changjiang Institute of Survey;Planning;
..............page:325-331
Improving displacement mutation criterion of slope failure in strength reduction finite element method
ZHANG Ai-jun;MO Hai-hong;School of Civil Engineering;Guangzhou University;School of Civil Engineering and Transportation;South China University of Technology;
ZHANG Ai-jun;MO Hai-hong;School of Civil Engineering;Guangzhou University;School of Civil Engineering and Transportation;South China University of Technology;
..............page:332-337
Research on calculation of post-construction transverse surface settlement caused by shield tunneling
YANG Ze-fei;WEI Gang;LIN Lei-lei;ZHANG Shi-min;Department of Civil Engineering;Zhejiang University City College;
YANG Ze-fei;WEI Gang;LIN Lei-lei;ZHANG Shi-min;Department of Civil Engineering;Zhejiang University City College;
..............page:338-343
Foundation treatment depth and reasonable control on remnant collapse in area of dead weight collapse loess with great thickness
ZHANG Shi-jing;HUANG Xue-feng;ZHU Yan-peng;YANG Xiao-hui;YAO Zhi-hua;School of Civil Engineering;Lanzhou University of Science and Technology;Department ofArchitectural Engineering;Logistical Engineering University of PLA;
ZHANG Shi-jing;HUANG Xue-feng;ZHU Yan-peng;YANG Xiao-hui;YAO Zhi-hua;School of Civil Engineering;Lanzhou University of Science and Technology;Department ofArchitectural Engineering;Logistical Engineering University of PLA;
..............page:344-350
Settlement law of high liquid limit soil embankment
WU Li-jian;ZHENG Jia-jia;DENG Jie;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;Research Institute of Highway;Ministry of Transport;
WU Li-jian;ZHENG Jia-jia;DENG Jie;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;Research Institute of Highway;Ministry of Transport;
..............page:351-355
Optimization scheme of three-dimensional excavation of high ground stress soft rock section of Danba hydropower station diversion tunnel
CAI Jian;LIU Jie;Key Laboratory of Geological Hazards on Three Gorges Reservoir of Ministry of Education;Chine Three Gorges University;Hubei Provincial Water Resources and Hydropower Planning Survey and Design Institute;
CAI Jian;LIU Jie;Key Laboratory of Geological Hazards on Three Gorges Reservoir of Ministry of Education;Chine Three Gorges University;Hubei Provincial Water Resources and Hydropower Planning Survey and Design Institute;
..............page:356-362
Preliminary analysis of influence of site characteristics variability on site transfer function for horizontal strata
CHEN Long-wei;YUAN Xiao-ming;LI Yu-run;Institute of Engineering Mechanics;China EarthquakeAdministration;School of Civil Engineering;Hebei University of Technology;
CHEN Long-wei;YUAN Xiao-ming;LI Yu-run;Institute of Engineering Mechanics;China EarthquakeAdministration;School of Civil Engineering;Hebei University of Technology;
..............page:363-367
Study of reasonable support parameters for open-cut tunnel floor with shallow burial depth and abundant groundwater on seaside
TIAN Tian;CHEN Wei-zhong;YU Jian-xian;ZHENG Peng-qiang;YUAN Jing-qiang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;ChineseAcademy of Sciences;Geotechnical & Structural Engineering Research Center;Shandong University;
TIAN Tian;CHEN Wei-zhong;YU Jian-xian;ZHENG Peng-qiang;YUAN Jing-qiang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;ChineseAcademy of Sciences;Geotechnical & Structural Engineering Research Center;Shandong University;
..............page:368-374+392
Development of software for nonlinear analysis of single pile response based on load transfer method and its application
LIN Peng;LI Shu-cai;ZHANG Qian-qing;LI Li-ping;ZHANG Qian;XU Zhen-hao;SUN Chao-qun;Geotechnical & Structural Engineering Research Center;Shandong University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;
LIN Peng;LI Shu-cai;ZHANG Qian-qing;LI Li-ping;ZHANG Qian;XU Zhen-hao;SUN Chao-qun;Geotechnical & Structural Engineering Research Center;Shandong University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;
..............page:375-382
Effect of foundation width on bearing capacity of soil based on numerical analysis
YANG Guang-hua;WANG En-qi;Guangdong Research Institute of Water Resources and Hydropower;The Geotechnical Engineering Technology Center of Guangdong Province;School of Civil Engineering and Transportation;South China University of Technology;
YANG Guang-hua;WANG En-qi;Guangdong Research Institute of Water Resources and Hydropower;The Geotechnical Engineering Technology Center of Guangdong Province;School of Civil Engineering and Transportation;South China University of Technology;
..............page:383-392
Numerical analyses of composite foundation of geosynthetic-encased stone columns subjected to vertical loading
CHEN Jian-feng;TONG Zhen-mei;LIU Jun-xiu;FENG Shou-zhong;Department of Geotechnical Engineering;Tongji University;Wuhan Guangyi Engineering Consultation Co.;Ltd.;
CHEN Jian-feng;TONG Zhen-mei;LIU Jun-xiu;FENG Shou-zhong;Department of Geotechnical Engineering;Tongji University;Wuhan Guangyi Engineering Consultation Co.;Ltd.;
..............page:393-399
Numerical simulation of dynamic response of nuclear island under seismic load
WANG Zhi-liang;YANG Dong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
WANG Zhi-liang;YANG Dong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:400-406
Numerical simulation of oedometer test for soft soil
LIU Yang;WANG Zhe;YAN Hong-xiang;Department of Civil Engineering;University of Science and Technology Beijing;
LIU Yang;WANG Zhe;YAN Hong-xiang;Department of Civil Engineering;University of Science and Technology Beijing;
..............page:407-412+420
Dynamic analysis of PCC pile composite foundation under train vibration load
FU Qiang;DING Xuan-ming;LIU Han-long;KONG Gang-qiang;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety;Hohai University;
FU Qiang;DING Xuan-ming;LIU Han-long;KONG Gang-qiang;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety;Hohai University;
..............page:413-420
Study of analytic and numerical methods for capillary action of unsaturated soil subgrade
LIU Jie;YAO Hai-lin;LU Zheng;HU Meng-ling;DONG Qi-peng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;
LIU Jie;YAO Hai-lin;LU Zheng;HU Meng-ling;DONG Qi-peng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;
..............page:421-427
Three-dimensional finite element analysis of geogrid-reinforced embankment supported by X-section cast-in-place piles
CHEN Li-kai;KONG Gang-qiang;LIU Han-long;JIN Hui;College of Civil and Transportation Engineering;Hohai University;China Railway Siyuan Survey and Design Group Co.;Ltd.;Nanjing Urban Construction Project Building and Management Co.;Ltd.;
CHEN Li-kai;KONG Gang-qiang;LIU Han-long;JIN Hui;College of Civil and Transportation Engineering;Hohai University;China Railway Siyuan Survey and Design Group Co.;Ltd.;Nanjing Urban Construction Project Building and Management Co.;Ltd.;
..............page:428-432+438
Simulation and prediction for environment vibration induced by urban rail transit with elevated line
ZHANG He-nian;SUN Guang-jun;XIAO Jun-hua;LI Xiong-wei;School of Architecture;Southeast University;College of Civil Engineering;Nanjing University of Technology;College of Architecture and Civil Engineering;Beijing University of Technology;School of Civil Engineering & Architechture;Changzhou Institute of Technology;
ZHANG He-nian;SUN Guang-jun;XIAO Jun-hua;LI Xiong-wei;School of Architecture;Southeast University;College of Civil Engineering;Nanjing University of Technology;College of Architecture and Civil Engineering;Beijing University of Technology;School of Civil Engineering & Architechture;Changzhou Institute of Technology;
..............page:433-438
Determination of engineering parameters based on mutable characteristics of monitored values in numerical simulation
HUANG Gang-hai;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
HUANG Gang-hai;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:439-442
Numerical simulation of cohesive discontinuities in jointed rockmass based on element partition method
CHEN Ya-xiong;ZHANG Zhen-nan;School of Naval Architecture;Ocean and Civil Engineering;Shanghai Jiaotong University;
CHEN Ya-xiong;ZHANG Zhen-nan;School of Naval Architecture;Ocean and Civil Engineering;Shanghai Jiaotong University;
..............page:443-447
Permeability tensor and seepage properties for jointed rock masses based on discrete fracture network model
WANG Pei-tao;YANG Tian-hong;YU Qing-lei;LIU Hong-lei;XIADong;ZHANG Peng-hai;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;School of Resources & Civil Engineering;Northeastern University;
WANG Pei-tao;YANG Tian-hong;YU Qing-lei;LIU Hong-lei;XIADong;ZHANG Peng-hai;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;School of Resources & Civil Engineering;Northeastern University;
..............page:448-455
Particle flow analysis of direct shear tests on joints with different roughnesses
CAO Ri-hong;CAO Ping;LIN Hang;ZHANG Ke;TAN Xi-wen;School of Resources and Safety Engineering;Central South University;
CAO Ri-hong;CAO Ping;LIN Hang;ZHANG Ke;TAN Xi-wen;School of Resources and Safety Engineering;Central South University;
..............page:456-463
Research on detection technology for deep tunnel surrounding rock loose circle and numerical simulation analysis
XU Kun;WANG Zhi-jie;MEMG Xiang-lei;SUN Chang-sheng;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;Southwest Jiaotong University;School of Civil Engineering;Southwest Jaotong University;
XU Kun;WANG Zhi-jie;MEMG Xiang-lei;SUN Chang-sheng;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;Southwest Jiaotong University;School of Civil Engineering;Southwest Jaotong University;
..............page:464-470
Application of fiber bragg grating displacement sensors to geotechnical model test of underground salt rock gas storages
DUAN Kang;ZHANG Qiang-yong;ZHU Hong-hu;XIANG Wen;CAI Bing;XU Xiao-bin;Geotechnical & Structural Engineering Research Center;Shandong University;Department of Civil Engineering;The University of Hong Kong;School of Earth Science;Nanjing University;
DUAN Kang;ZHANG Qiang-yong;ZHU Hong-hu;XIANG Wen;CAI Bing;XU Xiao-bin;Geotechnical & Structural Engineering Research Center;Shandong University;Department of Civil Engineering;The University of Hong Kong;School of Earth Science;Nanjing University;
..............page:471-476+485
Surface displacement field measurement for landslide model test based on computer aided inspection
MA Jun-wei;HU Xin-li;TANG Hui-ming;YONG Rui;XIA Hao;Faculty of Engineering;China University of Geosciences;
MA Jun-wei;HU Xin-li;TANG Hui-ming;YONG Rui;XIA Hao;Faculty of Engineering;China University of Geosciences;
..............page:477-485
Development of dynamic load direct shear apparatus for frozen soils
CUI Ying-hui;LIU Jian-kun;Lü Peng;School of Civil Engineering;Beijing Jiaotong University;
CUI Ying-hui;LIU Jian-kun;Lü Peng;School of Civil Engineering;Beijing Jiaotong University;
..............page:486-490