北方交通2025,Issue(1) :53-56.DOI:10.15996/j.cnki.bfjt.2025.01.013

黄土高填方路堤加筋处治效果分析

Effect Analysis of Loess High-fill Embankment Reinforcement Treatment

武杨楠
北方交通2025,Issue(1) :53-56.DOI:10.15996/j.cnki.bfjt.2025.01.013

黄土高填方路堤加筋处治效果分析

Effect Analysis of Loess High-fill Embankment Reinforcement Treatment

武杨楠1
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作者信息

  • 1. 运城高速公路管理有限公司 运城市 044000
  • 折叠

摘要

为分析黄土高填方路堤加筋处治效果,利用有限元软件建立模型分析路堤变形,并与现场监测结果进行对比,确定计算结果的准确性.分析计算结果得出:采用土工格室上部加筋对路堤顶面工后沉降控制效果较好,上部和中部加筋对路堤水平位移的控制效果相近,因此确定上部加筋为最佳施工方案.通过与现场监测结果对比,得出路堤变形实测值与计算值相近,说明利用数值模拟计算结果确定最佳加筋方案可行.

Abstract

In order to analyze the treatment effect of loess high-fill embankment reinforcement,the model is established by using the finite element software to analyze the embankment deformation,and compare with the on-site monitoring result,so as to determine the accuracy of the calculation result.The analysis and calculation results show that:the upper reinforcement of the geocell has a good control effect on the post-construction settlement of the top surface of the embankment,and the control effect of the upper and middle reinforcement on the horizontal displacement of the embankment is similar,so the upper reinforcement is determined to be the best construction scheme.By comparing with the on-site monitoring result,it is concluded that the measured value of embankment deformation is similar to the calculation value,which indicates that it is feasible to determine the optimal reinforcement scheme by using the numerical simulation calculation result.

关键词

高填方路堤/加筋处治/沉降/水平位移/效果分析

Key words

High-fill embankment/Reinforcement treatment/Settlement/Horizontal displacement/Effect analysis

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出版年

2025
北方交通
辽宁省交通科学研究院

北方交通

影响因子:0.514
ISSN:1673-6052
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