Study on characteristics comparison between rigid pile in composite foundation with rigid-flexible piles and that in free state
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Study on characteristics comparison between rigid pile in composite foundation with rigid-flexible piles and that in free state
Vol. 28, Issue 11, (2007)
作者机构:
1. 浙江大学 软弱土与环境土工教育部重点实验室,杭州,310027
2. 温州市民用建筑规划设计所,浙江,温州,325000
3. 温州东瓯建设集团公司,浙江,温州,325000
作者简介:
基金信息:
DOI:
CLC:TU473
Online First:18 October 2013,
Published:2007
稿件说明:
移动端阅览
ZHU Kui, XU Ri-qing, WU Dong-hu, et al. Study on characteristics comparison between rigid pile in composite foundation with rigid-flexible piles and that in free state[J]. 2007, 28(11).
DOI:
ZHU Kui, XU Ri-qing, WU Dong-hu, et al. Study on characteristics comparison between rigid pile in composite foundation with rigid-flexible piles and that in free state[J]. 2007, 28(11).DOI:
Study on characteristics comparison between rigid pile in composite foundation with rigid-flexible piles and that in free state
The load transfer mechanism and deformation characteristics of cast-in-place piles in composite foundation with rigid-flexible piles are different from that in free state. Working property of pile is complex due to interaction between rigid pile
flexible pile and soil .Static load tests of the same pile under different situation are carried out in Wenzhou. On the basis of monitoring data in the process of static load test
settlement characteristics
load transfer mechanism and compression of pile shaft are analyzed; the conclusions can benefit to engineering design and construction.