宜春学院学报2024,Vol.46Issue(9) :40-43.

软土路基边坡稳定性有限元模拟分析

Finite Element Simulation Analysis of Stability of Soft Soil Roadbed Slope

汪奇峰
宜春学院学报2024,Vol.46Issue(9) :40-43.

软土路基边坡稳定性有限元模拟分析

Finite Element Simulation Analysis of Stability of Soft Soil Roadbed Slope

汪奇峰1
扫码查看

作者信息

  • 1. 中铁十八局集团第五工程有限公司,天津 300459
  • 折叠

摘要

以天津滨海新区西外环高速公路工程软土地基为研究对象,对软土路基边坡稳定性特点及其影响因素进行分析,采用有限元软件Plaxis分析摩尔-库伦材料参数对边坡稳定性的敏感性影响;利用该软件的排水线模拟砂井、板桩单元模拟CFG桩等方法,通过逐级增加单元的方法模拟堆载过程几种常见的地基处理方式对填方过程中地基稳定与变形影响,结论可为软土路基施工提供借鉴.

Abstract

Taking the Soft Soil Foundation of the West Outer Ring Expressway Project in Tianjin Binhai New Area as the Research Object,this paper analyzes the stability characteristics and influencing factors of the soft soil road-bed slope,and uses the finite element software Plaxis to analyze the sensitivity effect of Mohr Coulomb material parameters on slope stability.By using the drainage line simulation sand well and sheet pile element simulation CFG pile methods of the software,several common foundation treatment methods during the loading process were simulated by gradually increasing the element to affect the stability and deformation of the foundation during the filling process.The conclusion can provide reference for the construction of soft soil subgrade.

关键词

软土路基/堆载沉降/稳定性

Key words

soft soil roadbed/surcharge settlement/stability

引用本文复制引用

出版年

2024
宜春学院学报
宜春学院

宜春学院学报

影响因子:0.271
ISSN:1671-380X
段落导航相关论文