| Issue |
MATEC Web of Conferences
Volume 22, 2015
International Conference on Engineering Technology and Application (ICETA 2015)
|
|
|---|---|---|
| Article Number | 04023 | |
| Number of page(s) | 6 | |
| Section | Civil and Environmental Engineering | |
| DOI | https://doi.org/10.1051/matecconf/20152204023 | |
| Published online | 09 July 2015 | |
Static Test and Result Analysis on Different Types of Pile Composite Foundation in the Same Field
1 Hebei Jianyan Technology Co., LTD, Shijiazhuang, Hebei, China
2 Hebei Aademy of Buliding Research, Shijiazhuang, Hebei, China
3 Hebei Mechanical and Electrical Professional Technology Institute, Xingtai, Hebei, China
* Corresponding author: zt940128@126.com
Combining with the situation of soil test site, the large scale experiment was studying about natural foundation, rammed soil-cement piles, CFG pile and gravel pil. A series of conclusions were given from p-s curve, the fitting curve, and the Angle of the stress ratio of pile-soil composite modulus. It has certain guiding significance for the design and construction of pile type, which is used in North China area.
Key words: Compaction soil-cement pile / CFG pile / Gravel pile / Pile soil stress ratio / Composite modulus
© Owned by the authors, published by EDP Sciences, 2015
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