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间隔条形改良软基处理改扩建路堤承载变形数值分析

王健 饶亮 冯守中 孙立强 解德山 郎瑞卿

天津建设科技2024,Vol.34Issue(6):20-25,6.
天津建设科技2024,Vol.34Issue(6):20-25,6.DOI:10.3969/j.issn.1008-3197.2024.06.006

间隔条形改良软基处理改扩建路堤承载变形数值分析

Numerical Analysis of Bearing Deformation of Embankment for Trench Excavation Replacement and Soft Foundation Reconstruction and Expansion

王健 1饶亮 1冯守中 2孙立强 3解德山 3郎瑞卿4

作者信息

  • 1. 安徽滁宁高速公路股份有限公司,安徽 滁州 239200
  • 2. 滁州学院 土木与建筑工程学院,安徽 滁州 239001
  • 3. 天津大学 建筑工程学院,天津 300072
  • 4. 天津城建大学 土木工程学院,天津 300384
  • 折叠

摘要

Abstract

In view of traditional replacement and in-situ solidification of foundation treatment methods have shortcom-ings such as large engineering volume and poor economic efficiency.This paper proposes the use of trenching and replacement to treat soft soil foundations in highway renovation and expansion projects.Based on the actu-al renovation and expansion project of a certain highway,a numerical analysis method that can better reflect the characteristics of trenching and replacement foundation treatment was established and verified.The work-ing mechanism and failure mode of the trenching and replacement foundation treatment method were re-vealed,and the concept of replacement ratio was introduced,analyzed the influence of replacement ratio and replacement materials on the load-bearing deformation characteristics of reconstructed and expanded embank-ments.Research has shown that excavation and replacement can significantly improve the bearing capacity of embankments and slope stability,with good economic benefits;The ultimate bearing capacity of the embank-ment decreases with the increase of replacement ratio,and increases with the increase of lime content.As the replacement ratio increases,the stability coefficient of the embankment slope gradually decreases,and at high replacement ratios,the increase in lime content has little effect on the improvement of the safety coeffi-cient of the slope.

关键词

改扩建路堤/间隔条形改良/承载能力/边坡稳定性/软基

Key words

reconstruction and expansion of embankments/trenching and replacement/carrying capacity/slope stabili-ty/soft foundation

分类

交通工程

引用本文复制引用

王健,饶亮,冯守中,孙立强,解德山,郎瑞卿..间隔条形改良软基处理改扩建路堤承载变形数值分析[J].天津建设科技,2024,34(6):20-25,6.

基金项目

国家自然科学基金(52078336) (52078336)

中国博士后基金面上项目(2022M721000) (2022M721000)

中国科协青年托举工程(YESS20230586) (YESS20230586)

天津市研究生科研创新项目(2022SKYZ179) (2022SKYZ179)

天津建设科技

1008-3197

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