摘要
以某山区公路项目为例,探讨其路基边坡基底的高填方边坡支护方案,采用有限元数值模拟的方法分析不同支护方式对高填方边坡整体稳定性的影响,提出针对性的工程措施。施工监测结果显示工程措施可有效提高边坡整体稳定性,可为类似工程施工提供参考。
Taking the mountainous highway project as an example,the paper explores the high-filled slope support of subgrade slope base of the mountainous highway project,analyzes the impact of various support methods upon high-filled slope stability by applying finite element simulation method,and puts forward corresponding engineering measures.The construction monitoring results show that engineering measures can effectively improve the overall slope stability,which can provide some guidance for similar engineering construction construction.
作者
周仁
Zhou Ren(Bijie City Qixingguan District Rural Road Maintenance Center,Bijie Guizhou 551700,China)
出处
《山西建筑》
2024年第16期131-133,170,共4页
Shanxi Architecture
关键词
山区公路项目
路基边坡基底
高填方边坡
有限元数值模拟
整体稳定性
mountainous highway project
subgrade slope base
high-filled slope
finite-element numerical modeling
overall stability