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Site Investigation Science and Technology
1001-3946
2008 Issue 6
Application of Ground Penetrating Radar to Archaeological Exploration in Jinsha Ruins Site
Gao Shuquan
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page:59
Application of Shallow Seismic Reflected Wave Method to Tunnel Engineering Investigation
Zhou Zhusheng;Jiang Chanjun;Guo Yougang
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page:62
Statistical Analysis of Atmospheric Refraction Coefficient in River-crossing Elevation Transmission Region
Xu Chang;Cao Kai;Li Hongxiang
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page:56
Long Distance River-crossing Leveling Technique and Its Practice in the Construction of Long-Span Bridge
Jiang Bo;Cohen Guangbao
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page:53
Application of RTK Technique to Surveying of Line Project
Hao Yadong;Zhang Jinye;Liu Qijun;Mu Xuhua
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page:50
Numerical Calculation of Hydraulic Discharge in Dock Foundation Pit under Different Optimal Drainage Scheme
Huang Lingling;Cheng Jianmei;Zhao Ruirui;Xie Changwen;Liu Zhongnan
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page:46
Simulation of Groundwater Dynamic Hydraulic Field of Laofangzi Landslide in the Three Gorges Reservoir
Zhu Haisheng;Qin Bangmin;Wang Jinguo
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page:42
Application of D-M Method to Expressway Soft Ground and Its Effect Evaluation
Ye Guanbao;Li Juan;Wu Jiafu
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page:38
A Preliminary Attempt to Establish the Mathematical Model of GPS Height Anomaly of the P.R.China
Jiang Chenguang;Li Zengyou;Yan Chunru
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page:34
Three-dimensional Transient Seepage Numerical Simulation of Groundwater Exploitation in Quaternary Loose Sediment Layer
Fu Yanling;Zhou Zhifang
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page:28
Research Advances of Groundwater Organic Contamination
Wang Zhao;Wang Huizhen;Shi Jiansheng;Zhang Zhaoji;Fei Yuhong;Zhang Feng'e;Chen Jingsheng;Qian Yong
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page:23
Present Situation of Application Research on the Mathematic Model of Groundwater Solute Migration and its Development
Xue Hongqin
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page:17
Study on Characteristics and Supporting Pattern of Soft Rock of Baichuan Hydropower Station Tunnel
Yu Kanzhu
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page:14
Numerical Simulation of Moisture and Heat Coupling of Subgrade in Seasonal Frost Regions
Hu Shimin;Zhou Ling
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page:10
Numerical Analysis of Expressway Widening
Wang Jianfei
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page:6
Precast Pile Driving Test in Gravel Pile Composite Foundation
Ye Zhenhua;Tang Shidong
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page:3