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Geotechnical Engineering Technique
1007-2993
2012 Issue 2
Using of Seismic Dilatometer(SDMT) for Liquefaction Estimating
Xie Kai;Zhu Dinghua
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page:70-73
yan tu gong cheng ji shu zheng gao jian ze
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page:封4
Experimental Analysis on Bearing Capacity of Post-Grouting Simplex Pile
Jiang Ping;Lu Wenzhe
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page:94-97
Engineering Characteristics of Filling Subgrade With Phyllite in Fault Fracture Zone
Lu Daohong
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page:86-89,封3
Effect Analysis of Sandy Foundation Treatments in MU US Desert
Men Qingbo;Xia Yuyun;Wu Xinghui
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page:74-77,85
Design for Highway Tunnel in Cold Region
Wang Yong;Sun Caihong
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page:98-101
Using Prestressed Concrete Pipe to Test the Grouting Reinforcement Effection
Li Lianying;Wang Zhiqiang;Zhang Xuefei
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page:90-93
Ground Treatment Application of Cement Deep Mixing Pile in Municipal Waste Landfill
Liu Gang;Tai Yunhao;Hua Wei
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page:106-108,封3
Experimental Study on the Back Pressure Saturation Method by GCTS Hollow Cylinder Apparatus
Wang Tenghui;Zhao Ruibin;Zhang Yan
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page:82-85
Preliminary Study of Equivalent Depth Calculation in Pit Retaining
Zhu Yanbing;Zhou Xiaohua;Liao Shaoming
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page:65-69
Influence on Historic Buildings Analysis of Deep Excavation in Tianjin Region
Liu Yuetao;Yang Huawei
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page:102-105
Study of Longitudinal Long-term Stability of Shield Tunnel in Soft Clayed Soil
Yu Long
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page:59-64
Quantitative Evaluating Method of Non-uniform Foundation With Excel VBA
Liu Dahai
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page:55-58
Monitoring and Numerical Simulation of Analysis on Deep Excavation of Subway
Liu Yuetao;Yang Huawei
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page:78-81