辽宁省交通高等专科学校学报2024,Vol.26Issue(1) :21-24.

水泥搅拌桩处治软土地基沉降规律分析

Analysis of Settlement Law of Soft Soil Foundation Treated by Cement Mixing Pile

沈键
辽宁省交通高等专科学校学报2024,Vol.26Issue(1) :21-24.

水泥搅拌桩处治软土地基沉降规律分析

Analysis of Settlement Law of Soft Soil Foundation Treated by Cement Mixing Pile

沈键1
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作者信息

  • 1. 中铁十八局第四工程有限公司,天津 300350
  • 折叠

摘要

为了研究水泥搅拌桩的不同桩长、桩径对于处治软土地基沉降规律的特性以及对行车平顺性影响,本文结合实际工程,以水泥搅拌桩的不同桩长、桩径作为参考因素进行有限元数值模拟分析,通过对水泥搅拌桩的不同桩长、桩径在统一工况下进行数值模拟,得出水泥搅拌桩的桩长因素对软土地基沉降的影响较大,水泥搅拌桩的长度增长 2m,软土地基沉降的幅度大致降低 13%,路基顶面沉降的幅度大致降低 11%,软基沉降受桩径影响较小.

Abstract

In order to study the characteristics of different length and diameter of cement mixing pile on the settlement law of treating soft soil foundation and the influence on ride comfort.Combined with the ac-tual project,different pile lengths and diameters of cement mixing piles are taken as reference factors to conduct finite element numerical simulation analysis.Through the numerical simulation analysis of different pile lengths and diameters of cement mixing piles under unified working conditions,it is concluded that the pile lengths of cement mixing piles have a great influence on the settlement of soft soil foundation,and the length of cement mixing piles increases by 2m.The settlement amplitude of soft soil foundation is reduced by 13%,and the settlement amplitude of subgrade top is reduced by 11%.However,the settlement of soft foundation is less affected by pile diameter.

关键词

软土地基/水泥搅拌桩/数值分析/复合地基

Key words

soft soil foundation/cement mixing pile/numerical analysis/composite foundation

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出版年

2024
辽宁省交通高等专科学校学报
辽宁省交通高等专科学校

辽宁省交通高等专科学校学报

影响因子:0.349
ISSN:1008-3812
参考文献量7
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