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池塘抽水对临近软土路基变形影响分析

郑宇

路基工程Issue(6):209-212,4.
路基工程Issue(6):209-212,4.DOI:10.13379/j.issn.1003-8825.2017.06.43

池塘抽水对临近软土路基变形影响分析

Analysis on Deformation of Soft Soil Roadbed Induced by Draw Water in Nearly Pool

郑宇1

作者信息

  • 1. 中国建筑西南勘察设计研究院有限公司,成都610052
  • 折叠

摘要

Abstract

During the construction of highway in soft soil area,drawing water in deep pool will have influence on nearly existing highway.This paper uses finite element analysis method,considering no reinforcement and "high pressure jet grouting pile and bored pile" reinforcement measure,presenting how draw water in deep pool influences on the deformation of existing highway roadbed.Analysis results show that the roadbed settlement has a nonlinear increase with the growth of dewatering depth,and the growth rate decreases as the dewatering depth grows;Pumping in a deep pool incurs uneven settlement of nearby roadbed,the roadbed settlement near the side of poll is bigger;the reinforcement measures have good control effect on the horizontal displacement and settlement of the roadbed.

关键词

软土路基/抽水/高压旋喷桩/钻孔桩/变形控制

Key words

soft soil roadbed/draw water/high pressure jet grouting pile/bored pile/deformation control

分类

交通工程

引用本文复制引用

郑宇..池塘抽水对临近软土路基变形影响分析[J].路基工程,2017,(6):209-212,4.

路基工程

1003-8825

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