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路基-路面结构一体化的路床加筋设计方法探究

邹胜勇 吕凤军 秦希

科技创新与应用2025,Vol.15Issue(15):109-112,4.
科技创新与应用2025,Vol.15Issue(15):109-112,4.DOI:10.19981/j.CN23-1581/G3.2025.15.026

路基-路面结构一体化的路床加筋设计方法探究

邹胜勇 1吕凤军 1秦希1

作者信息

  • 1. 浙江交通职业技术学院 路桥学院,杭州 311112
  • 折叠

摘要

Abstract

In view of the safety hazard caused by settlement of high fill roadbed in overhaul project,a design method of road bed reinforcement combined with safety evaluation is proposed in this paper.This method is designed to reduce the settlement of high fill sections while improving road performance,durability and safety.Based on the design requirements of road bed reinforcement,the theory and method of reinforcement design are systematically analyzed,and the related safety design indexes,standards and parameters are emphatically discussed.

关键词

路床加筋/路基/残余变形/筋材/安全性

Key words

subgrade reinforcement/subgrade/residual deformation/reinforcement/safety

分类

交通工程

引用本文复制引用

邹胜勇,吕凤军,秦希..路基-路面结构一体化的路床加筋设计方法探究[J].科技创新与应用,2025,15(15):109-112,4.

基金项目

浙江交通职业技术学院2023年第二批学校高层次人才引进专项课题(无编号) (无编号)

科技创新与应用

2095-2945

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