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公路软土地基预应力管桩失稳处理方案分析

彭莹娜

江西建材Issue(7):344-346,3.
江西建材Issue(7):344-346,3.

公路软土地基预应力管桩失稳处理方案分析

Analysis of Instability Treatment Scheme of Prestressed Pipe Pile on Soft Soil Foundation of Highway

彭莹娜1

作者信息

  • 1. 宁德市交通工程技术中心,福建 福州 350600
  • 折叠

摘要

Abstract

Taking the A3 section of Xiapu Dongchong to Railway Station of S201(Joint 7th Line)highway as an example,this paper deeply an-alyzes the instability problem of prestressed pipe piles on soft soil foundation of highway,explores the scope and depth of subsidence area and the impact of subsidence on the surrounding environment,and carefully chooses targeted treatment schemes.The treatment scheme of subsid-ence area,pile cap scheme of unsubsidence area and pile cap scheme of subsidence area are deeply investigated.The stability of pipe pile is improved by clearing subsidence area,setting up temporary support and designing pile cap.The purpose is to provide reference for the instabil-ity treatment of prestressed pipe pile on soft soil foundation of highway.

关键词

公路工程/软土地基/预应力管桩

Key words

Highway engineering/Soft soil foundation/Prestressed pipe pile

分类

建筑与水利

引用本文复制引用

彭莹娜..公路软土地基预应力管桩失稳处理方案分析[J].江西建材,2024,(7):344-346,3.

江西建材

1006-2890

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