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后灌浆桩法和深层搅拌法加固软土地基的试验研究

邵俐 刘松玉 邵信发

东南大学学报(英文版)2001,Vol.17Issue(2):65-68,4.
东南大学学报(英文版)2001,Vol.17Issue(2):65-68,4.

后灌浆桩法和深层搅拌法加固软土地基的试验研究

Testing Analysis of Composite Ground with Grouting Piles and Deep Mixing Piles

邵俐 1刘松玉 1邵信发1

作者信息

  • 1. 东南大学岩土工程研究所,
  • 折叠

摘要

Abstract

This paper discusses a new technique to improve soft ground with grouting piles and deep mixing piles. The bearing capacity of composite ground and the stress ratio between piles and soil is discussed by means of the static test. Based on Mindlin solution and Boussinesq solution, the additional stress and settlement of the composite ground are acquired.Compared the practical value with calculation, a better calculating method is confirmed.

关键词

后灌浆桩/Mindlin解/Boussinesq解/深层搅拌桩

分类

建筑与水利

引用本文复制引用

邵俐,刘松玉,邵信发..后灌浆桩法和深层搅拌法加固软土地基的试验研究[J].东南大学学报(英文版),2001,17(2):65-68,4.

东南大学学报(英文版)

1003-7985

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