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Soil Engineering and Foundation
1004-3152
2013 Issue 2
Stability Design of High Fills over Saturated Soft Soils
LIANG Zhengling;BAI Aizhong;GU Zhongdong
..............page:25-29
Geotechnical Investigation and Design of Highways in Xinjiang Loess
SHI Zhaoqing;LIU Junyong
..............page:100-103
Microstructure Analysis of the Liquid Index of Soft Cohesive Soils
LI Xinyuan;LIN Xuehui
..............page:104-107
Construction and Quality Control Aspects of Pre-stressed Ground Anchors in Stabilizing of a High Slope
HUA Guohui;WU Yuliang;ZHANG Shanshan;BAO Lei
..............page:34-37
Risk Assessment and Hazard Prevention of Debris Flow
YU Songhua;WEI Qi;LIU Junyong
..............page:111-114
Engineering Geological Characteristics of Chenhang Coral Reefs in Xisha Islands
YU Qiang;JIANG Zhenchun
..............page:115-117
Stability Analysis and Mitigation Design of a Highway Landslide
XU Jianqiang;CHENG Yanqian
..............page:41-43
Stability Evaluation and Treatment of a Retaining Wall
ZHANG Xiaoli
..............page:44-46
Development of Gravelly Soil Landslides Induced by Rainfalls
CHENG Jiangtao;CAI Qing;Chen Xingxing
..............page:118-121,127
Factors that Causing the Tunnel Liner Leakage and Its Mitigation
FAN Zhongyong
..............page:47-49,53
Foundation Design of an Offshore Triangular Anemometer Tower
LI Zhanling;WANG Jingting;ZHAO Huaiyu;WANG Jianfei
..............page:54-57,62
Compressibility of Collapsible Loess Samples from Power Plant, Gansu
HUANG Huan;JIANG Li;KONG Haibin
..............page:143-146
Seismic Response of Soil Nailing Supported Deep Excavations
MA Decui;ZHOU Qijian;XUE Xinhua
..............page:86-88
The Application of Self-balanced Load Test Technique in the Piling Industry
LI Chaoxiong;ZHAO Huaxiang;FAN Jinguang
..............page:147-150
Trial Studies on the High Fill Embankments in Chenggong City
ZHANG Zhengwei
..............page:21-24,29
Drilling Methods of the Long Pre-stressesd Anchors in Talus and Broken Rock Masses
ZHANG Yanjun;WANG Chaoxiong;ZHANG Rong
..............page:6-8,12