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长短桩复合地基沉降控制研究

詹祥元

长春工程学院学报:自然科学版2012,Vol.13Issue(2):20-21,27,3.
长春工程学院学报:自然科学版2012,Vol.13Issue(2):20-21,27,3.

长短桩复合地基沉降控制研究

The control study on long pile and short pile composite foundation settlement

詹祥元1

作者信息

  • 1. 陕西铁路工程职业技术学院,陕西渭南714000
  • 折叠

摘要

Abstract

With the development of composite foundation theory, the composite foundation has comprehensive application. Its optimization design has also improved the application of long pile and short pile composite foundation. Under the requirements of bearing capacity, the composite foundation settlement control is the key to identify the successful foundation treatment. In this paper, the author discusses the rules and influencing factors about set- tlement deformation of long pile and short pile composite foundation, and then concludes the methods on how to optimize the design of long pile and short pile composite foundation, in order to provide reference to similar projects.

关键词

长短桩/复合地基/沉降

Key words

long pile and short pile/composite foundation/settlement

分类

建筑与水利

引用本文复制引用

詹祥元..长短桩复合地基沉降控制研究[J].长春工程学院学报:自然科学版,2012,13(2):20-21,27,3.

长春工程学院学报:自然科学版

1009-8984

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