A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The Test Study to the Changes of Excess Pore Water Pressure during Precast Pile Construction
The construct to precast pile in thick clayey soil can cause the accumulation of excess pore water pressure. The high excess pore pressure can make soil, buildings and pipes surrounded have large deflection, even make them injured. Combining with actual projects, this paper presents an in-situ model test on the changes of excess pore water pressure caused by precast pile construct. It is found that the radius of influence range for single pile driven is about 15m, the excess pore water pressure can reach or even exceed the above effective soil pressure, and there are two relatively stable stages.
The Test Study to the Changes of Excess Pore Water Pressure during Precast Pile Construction
The construct to precast pile in thick clayey soil can cause the accumulation of excess pore water pressure. The high excess pore pressure can make soil, buildings and pipes surrounded have large deflection, even make them injured. Combining with actual projects, this paper presents an in-situ model test on the changes of excess pore water pressure caused by precast pile construct. It is found that the radius of influence range for single pile driven is about 15m, the excess pore water pressure can reach or even exceed the above effective soil pressure, and there are two relatively stable stages.
The Test Study to the Changes of Excess Pore Water Pressure during Precast Pile Construction
Zhao, Shu-Qing (author)
2012
4 Seiten
Conference paper
English
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