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浅谈水泥搅拌桩复合地基沉降计算

许敏

广西水利水电Issue(4):13-15,3.
广西水利水电Issue(4):13-15,3.

浅谈水泥搅拌桩复合地基沉降计算

Discussion on cement mixing pile composite foundation settlement calculation

许敏1

作者信息

  • 1. 广东省水利电力勘测设计研究院,广东 广州 510635
  • 折叠

摘要

Abstract

Cement mixing pile composite foundation settlement calculation is conducted usually by solid deep foun-dation method or stress diffusion method. In order to compare the adaptability,analysis calculation was conducted for a true project. The results of calculation demonstrate that cement mixing pile composite foundation settlement calculation is conducted by stress diffusion method with achievements matching the reality more exactly when adopt-ing a scheme of pile penetrating through the silt layer;and solid deep foundation method is recommended when piles are not designed to penetrate through the silt layer.

关键词

水泥搅拌桩/复合地基/沉降计算

Key words

Cement mixing pile/composite foundation/settlement calculation

分类

建筑与水利

引用本文复制引用

许敏..浅谈水泥搅拌桩复合地基沉降计算[J].广西水利水电,2014,(4):13-15,3.

广西水利水电

1003-1510

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