1004-3152
2016 Issue 2
Applications of Grouting Method in the Treatment of the Mined Area of a Coal Mine
YU Lianshun;WANG Zong;CHANG Hongshuai;LIU Li;Hebei Haichuang Geotechnical Engineering Co.Ltd;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;College of Civil Engineering and Architecture;Guangxi University;
YU Lianshun;WANG Zong;CHANG Hongshuai;LIU Li;Hebei Haichuang Geotechnical Engineering Co.Ltd;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;College of Civil Engineering and Architecture;Guangxi University;
..............page:115-118+151
Investigation and Mitigation Design for a Landslide in the Soil Rock Mixtures
ZHOU Ren;NIU Guanchao;GUO Peixi;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.of MMC;
ZHOU Ren;NIU Guanchao;GUO Peixi;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.of MMC;
..............page:119-122
Characterization and Mitigation of the Longjiayan Multi-Staged Landslide
WU Weiyi;Guizhou University;Guizhou Transportation Planning Survey Design Academy Co.;Ltd.;
WU Weiyi;Guizhou University;Guizhou Transportation Planning Survey Design Academy Co.;Ltd.;
..............page:123-126
Stability Analysis of a Landslide in Fengjie Eco-Friendly Immigration Industrial Park
YU Zhi;MAO Chengwen;Three Gorges Geotechnical Consultants Co.Wuhan;Ltd.;
YU Zhi;MAO Chengwen;Three Gorges Geotechnical Consultants Co.Wuhan;Ltd.;
..............page:127-130
Case History of Stability Evaluation of Soil Slopes with Coal Lenses
ZHENG Yichen;ZHANG Keneng;Key Laboratory of Non-Ferrous Resources and Geological Hazard Exploration;Department of Geological Engineering;School of Geosciences and Info-Physics;Central South University;
ZHENG Yichen;ZHANG Keneng;Key Laboratory of Non-Ferrous Resources and Geological Hazard Exploration;Department of Geological Engineering;School of Geosciences and Info-Physics;Central South University;
..............page:131-135
Evaluation and Remediation of a Landslide at the South Side of an Open Pit Mine
CUI Feng;Beijing Forever Technology Co.;Ltd.;
CUI Feng;Beijing Forever Technology Co.;Ltd.;
..............page:136-139
Evaluation of a Distressed Reinforced Earth Gravelly Soil Slope
WANG Zongkui;JIANG Zhiquan;Wuhan Survey-Geotechnical Research Institute Co.;Ltd.Of MCC;
WANG Zongkui;JIANG Zhiquan;Wuhan Survey-Geotechnical Research Institute Co.;Ltd.Of MCC;
..............page:140-143
Support Design and Environmental Impact Assessment of a Deep Excavation
ZHAN Ke;HAN Aiguo;ZHANG Xiaolin;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;
ZHAN Ke;HAN Aiguo;ZHANG Xiaolin;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;
..............page:144-147
Analysis and Remediation of the Large Deep Excavation on the Adjacent Operational Tunnel
ZHAO Jing;Guangzhou Metro Design and Research Institute Co.;Ltd.;
ZHAO Jing;Guangzhou Metro Design and Research Institute Co.;Ltd.;
..............page:148-151
Foundation Pit Supporting Technology of Reconstruction and Expansion Engineering in the Older Sections of Beijing
ZHANG Lue;WEI Fengxian;GUO Yixian;Beijing Geotechnical Institute Engineering Consultants Ltd.;China Institute of Geotechnical Investigation and Surveying Ltd.;
ZHANG Lue;WEI Fengxian;GUO Yixian;Beijing Geotechnical Institute Engineering Consultants Ltd.;China Institute of Geotechnical Investigation and Surveying Ltd.;
..............page:152-156
Large Displacements in a Soft Soil Embankment Treated by Pipe Piles
ZHANG Ke;XU Faming;East China University of Technology;CRCC Harbor & Channel Engineering Bureau Group Co.Ltd.;
ZHANG Ke;XU Faming;East China University of Technology;CRCC Harbor & Channel Engineering Bureau Group Co.Ltd.;
..............page:157-160
Bearing Behavior of an Aged Municipal Landfill in Wuhan
JIANG Shanchao;WEN Songlin;REN Jiali;Key Laboratory of Geotechnical Mechanics and Engineering of MWR;Yangtze River Scientific Research Institute;
JIANG Shanchao;WEN Songlin;REN Jiali;Key Laboratory of Geotechnical Mechanics and Engineering of MWR;Yangtze River Scientific Research Institute;
..............page:161-163+170
Settlement of Building Induced by the Adjacent Shielded Tunnel Excavation in the Saturated Weak Soils
HUA Zhigang;Guangzhou Metro Design & Research Institute Co.Ltd.;
HUA Zhigang;Guangzhou Metro Design & Research Institute Co.Ltd.;
..............page:164-167
Cracks in the Secondary Lining of a Tunnel Portal
LI Fanghua;WANG Zhiyong;China Railway Siyuan Survey and Design Group Co.Ltd.;
LI Fanghua;WANG Zhiyong;China Railway Siyuan Survey and Design Group Co.Ltd.;
..............page:168-170
Comprehensive Geotechnical Investigations for the Luneng Special Railway in Shanxi
MA Shiju;Xi’an Railway Survey and Design Institute Co.Ltd.;
MA Shiju;Xi’an Railway Survey and Design Institute Co.Ltd.;
..............page:171-173
Deep Excavation under Complicated Geotechnical and Environmental Conditions
WU Zhiping;Suning Real Estate Group Co.;Ltd.;
WU Zhiping;Suning Real Estate Group Co.;Ltd.;
..............page:174-178
Data Fusion in Digital Processing and Interpretation for the Application of Shallow Seismic Exploration
ZHOU Zhihua;CHENG Jianjun;ZHANG Jianzhi;CNMI Shenkan Qinhuangdao Engineering Technology Co.Ltd.;College of Water Conservation Construction Engineering;Shihezi University;Research Institute of Coal Geophysical Exploration of China National Administration of Coal Geology;
ZHOU Zhihua;CHENG Jianjun;ZHANG Jianzhi;CNMI Shenkan Qinhuangdao Engineering Technology Co.Ltd.;College of Water Conservation Construction Engineering;Shihezi University;Research Institute of Coal Geophysical Exploration of China National Administration of Coal Geology;
..............page:179-182
Application of Shallow Seismic Method in the Evaluation of Tunnel Surrounding Rock Mass
XIE Duoling;Xi’an Engineering Investigation and Design Research Institute Co.Ltd.;MCC;
XIE Duoling;Xi’an Engineering Investigation and Design Research Institute Co.Ltd.;MCC;
..............page:183-187
Application of the Air-Foam Drilling in the Geotechnical Investigations
YE Chong;LIU Xinghua;Gold Ram Engineering Development Co.Ltd.;CIGIS Ltd.;Central Research Institute of Building and Construction of MCC;
YE Chong;LIU Xinghua;Gold Ram Engineering Development Co.Ltd.;CIGIS Ltd.;Central Research Institute of Building and Construction of MCC;
..............page:188-190+204
A Modified Mononobe-Okabe’s Seismic Active Earth Pressure Method
QIU Mingce;WANG Shibin;KE Caitong;Shenzhen Geotechnical Investigation and Surveying Institute;Hainan Branch;
QIU Mingce;WANG Shibin;KE Caitong;Shenzhen Geotechnical Investigation and Surveying Institute;Hainan Branch;
..............page:191-195
An Inversion Method Using PSO and GPR for the Rapid Determination of the Geotechnical Parameters
HUANG Wei;LIU Hua;Urban Rail Transit and Underground Engineering Design Research Institute;China Railway Siyuan Survey and Design Group Co.Ltd.;
HUANG Wei;LIU Hua;Urban Rail Transit and Underground Engineering Design Research Institute;China Railway Siyuan Survey and Design Group Co.Ltd.;
..............page:196-200
NHRI Model Parameters Determination Using Triaxial Tests
HOU Heying;JIANG Minmin;CAI Zhengyin;College of Civil Engineering and Architecture;Henan University of Technology;Nanjing Hydraulic Research Institute;
HOU Heying;JIANG Minmin;CAI Zhengyin;College of Civil Engineering and Architecture;Henan University of Technology;Nanjing Hydraulic Research Institute;
..............page:201-204
Model Tests of Tunnel Excavation Pre-Support with Hollow Anchor Curtain
SHENG Hao;GONG Jianwu;WANG Xin;College of Urban and Construction;Wuhan University of Science and Technology;
SHENG Hao;GONG Jianwu;WANG Xin;College of Urban and Construction;Wuhan University of Science and Technology;
..............page:205-208+213
Loess Slope Stability Analysis Using Improved Orthogonal Method
HOU Wencui;XIN Quancai;Department of Architecture;Lvliang University;College of Water Resources &Architectural;Northwest A&F University;
HOU Wencui;XIN Quancai;Department of Architecture;Lvliang University;College of Water Resources &Architectural;Northwest A&F University;
..............page:209-213
Measurement of the Cap Rock Sealing Capability to a Non-wetting Fluid with Front Displacement Work
LV Guangzhong;BAI Bing;GUO Yingchun;LI Zhipeng;HU Qifang;Shengli Oilfield Company;SINOPEC;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LV Guangzhong;BAI Bing;GUO Yingchun;LI Zhipeng;HU Qifang;Shengli Oilfield Company;SINOPEC;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:214-218+240
Finite Element Analysis on the Settlement of Levee Improved by the Blasting Replacement
WANG Wei;LI Yonghe;WANG Jili;Central Southern China Electric Power Design Institute;China Power Engineering Consulting Group;Zhejiang Institute of Hydraulics and Estuary;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
WANG Wei;LI Yonghe;WANG Jili;Central Southern China Electric Power Design Institute;China Power Engineering Consulting Group;Zhejiang Institute of Hydraulics and Estuary;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:219-222
Industrial Building Deformation Predictions by BP Neural Network
SHI Li;HUANG Tao;Wuhan Survey-Geotechnical Research Institute Co.Ltd.Of MCC;
SHI Li;HUANG Tao;Wuhan Survey-Geotechnical Research Institute Co.Ltd.Of MCC;
..............page:223-226
Incremental Stress Spreading in the Multi Soil Strata with Different Stiffness in Norther Anhui Soils
LI Jinge;YU Fei;LI Jian;China Railway First Group Co.Ltd.;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LI Jinge;YU Fei;LI Jian;China Railway First Group Co.Ltd.;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:227-231
Constitutive Model of Sandstone Discontinuities under Normal Loading and Unloading Conditions
JIANG Li;FAN Lei;Central Southern China Electric Power Design Institute;China Power Engineering Consulting Group;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Yangtze River Scientific Research Institute;
JIANG Li;FAN Lei;Central Southern China Electric Power Design Institute;China Power Engineering Consulting Group;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:232-236+254
Variation of Strain with Spatial and Time in the Geogrid Reinforced Coarse Aggregate Soil Slopes
XU Yebo;Guangzhou Harbor Engineering Management Co.Ltd.;
XU Yebo;Guangzhou Harbor Engineering Management Co.Ltd.;
..............page:237-240
Distributions and Mitigations of Expansive Soils in Wulian County,Shandong Province
CHEN Ye;WANG Lijun;WANG Lixin;YUAN Dalei;LIU Dong;XIA Lihua;College of Applied Technology;Jilin University;Liaoning Engineering Investigation and Design Institute Co.;Let.;Liaoning Geophysical Exploration and Survey Institute Co.;Ltd.;
CHEN Ye;WANG Lijun;WANG Lixin;YUAN Dalei;LIU Dong;XIA Lihua;College of Applied Technology;Jilin University;Liaoning Engineering Investigation and Design Institute Co.;Let.;Liaoning Geophysical Exploration and Survey Institute Co.;Ltd.;
..............page:241-244
Design and Implementation of an Automatic Monitoring and Alarming System for the Slope Stability
LIAO Xiaoping;Northwest Research Institute Co.Ltd.of C.R.E.C.;
LIAO Xiaoping;Northwest Research Institute Co.Ltd.of C.R.E.C.;
..............page:245-250
Application of Three Dimensional Laser Scan in the Quarry Real Time Storage Monitoring
XU Yinnian;WANG Jiang;YANG Lanqiang;Zhejiang Engineering Exploration Institute Co.Ltd.;Ningbo Geological Environmental Monitoring Station;
XU Yinnian;WANG Jiang;YANG Lanqiang;Zhejiang Engineering Exploration Institute Co.Ltd.;Ningbo Geological Environmental Monitoring Station;
..............page:251-254
Shear Band Tests on the Remolded Guilin Red Clay
HUANG Xiang;CHEN Xuejun;CHEN Long;XIAO Guiyuan;Guilin University of Technology;
HUANG Xiang;CHEN Xuejun;CHEN Long;XIAO Guiyuan;Guilin University of Technology;
..............page:255-258+280
In-situ Moisture Content and Temperature Relationship Study in an Unsaturated Red Clay Slope
GUO Jinglin;WEI Changfu;YAN Rongtao;HUANG Zhenyu;LU Youqian;Jiangxi University of Technology;College of Civil Engineering and Architectural;Guilin University of Technology;Guangxi Key Laboratory for Geomechanics and Geotechnical Engineering;College of Management;Guilin University of Technology;
GUO Jinglin;WEI Changfu;YAN Rongtao;HUANG Zhenyu;LU Youqian;Jiangxi University of Technology;College of Civil Engineering and Architectural;Guilin University of Technology;Guangxi Key Laboratory for Geomechanics and Geotechnical Engineering;College of Management;Guilin University of Technology;
..............page:259-264
Engineering Properties and Plate Loading Tests on the Granitic Residual Soils in South Jiangxi
FAN Youjie;China Railway Siyuan Survey and Design Group Co.Ltd.;
FAN Youjie;China Railway Siyuan Survey and Design Group Co.Ltd.;
..............page:265-268
Experimental Study of the Strength of the Unsaturated Granitic Residual Soils
DENG Shudong;ZHU Fangcai;LI Dajian;College of Civil Engineering;Hunan University of Technology;
DENG Shudong;ZHU Fangcai;LI Dajian;College of Civil Engineering;Hunan University of Technology;
..............page:269-273
Experimental Study on the Shear Behavior of the U-section Thin-walled Steel-Concrete Composite Beams
ZHAO Qinglong;WANG Wei;SHEN Jianhua;Central Southern China Electrical Project Power Design Institute;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHAO Qinglong;WANG Wei;SHEN Jianhua;Central Southern China Electrical Project Power Design Institute;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:274-280