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STUDY ON NEGATIVE FRICTION OF PILE IN HIGH BACK-FILLING SOFT SOIL FOUNDATION

机译：高回填软土地基中桩的负摩阻力研究

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In the high backfilling soft-soil foundation, the settlement causes pile foundation to bear the negative friction load. In this paper, based on a site test pile, the methods of numerical simulation and empirical formula estimation are adopted to study the negative friction of pile. This can be the reference for the similar projects.

机译：在高回填软土基础中，沉降使桩基承受负摩擦载荷。本文基于现场试验桩，采用数值模拟和经验公式估计的方法研究桩的负摩阻力。这可以作为类似项目的参考。

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来源
《Asian and Pacific Coasts 2007》|2007年|1-10|共10页
会议地点 Nanjing(CN)
作者
Yan Xiaofei;
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作者单位

Cheng Zekun@CCCC Third Harbor Consultants Co., Ltd., No. 831 Zhaojiabang Road, Shanghai, China--Liu Jiacai@CCCC Third Harbor Consultants Co., Ltd., No. 831 Zhaojiabang Road, Shanghai, China--;

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中图分类海洋工程;
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STUDY ON NEGATIVE FRICTION OF PILE IN HIGH BACK-FILLING SOFT SOIL FOUNDATION

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