山西建筑2025,Vol.51Issue(1) :125-128,172.DOI:10.13719/j.cnki.1009-6825.2025.01.027

基于直剪试验土石混合体路基的稳定性问题研究

Research on stability issues of soil rock mixture subgrade based on direct shear test

夏晶晶 贺姣姣
山西建筑2025,Vol.51Issue(1) :125-128,172.DOI:10.13719/j.cnki.1009-6825.2025.01.027

基于直剪试验土石混合体路基的稳定性问题研究

Research on stability issues of soil rock mixture subgrade based on direct shear test

夏晶晶 1贺姣姣1
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作者信息

  • 1. 黄河交通学院交通工程学院,河南 郑州 450046
  • 折叠

摘要

某市为推动经济发展,制定了高速公路修建计划,为满足公路修建用料的巨大需求,特使用分布广泛的土石混合体作为高速公路的填料.但是土石混合体因其不均匀性,各向异性,使得工程力学特性复杂,难以琢磨,对其建筑的公路路基的强度和稳定性缺乏足够的认识.清楚地掌握土石混填路基的强度和变形的影响机理和因素,对指导现场施工具有重大意义.基于此,通过现场取样,采用室内直剪试验和数值模拟相结合的方式,分析验证土石混合体的物理和力学特性及路基的稳定性问题.

Abstract

In order to promote economic development,a certain city has formulated a highway construction plan.In order to meet the huge demand for materials for highway construction,a widely distributed soil rock mixture is specially used as the filling material for highways.However,due to its non-uniformity and anisotropy,the engineering mechanical properties of soil rock mixtures are complex and difficult to understand,resulting in a lack of sufficient understanding of the strength and stability of the highway subgrade they construct.A clear understanding of the influence mechanism and factors on the strength and deformation of soil rock mixed fill roadbeds is of great significance for guiding on-site construction.Based on this,this article analyzes and verifies the physical and mechanical properties of soil rock mixtures and the stability of road-beds through on-site sampling,combined with indoor direct shear tests and numerical simulations.

关键词

公路路基/土石混合体/直剪试验/数值模拟

Key words

highway subgrade/soil rock mixture/direct shear test/numerical simulation

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出版年

2025
山西建筑
山西省建筑科学研究院

山西建筑

影响因子:0.714
ISSN:1009-6825
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