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黄土地区高速公路堤边坡稳定性分析与优化设计

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文章针对现阶段黄土地区高速公路堤边坡稳定性的相关问题,提出了优化方案并利用理正岩土软件和ABAQUS软件进行了边坡稳定计算。计算结果显示:优化后的路堤边坡安全系数均大于规范规定的 1。25 且有一定的安全储备,优化后可显著减少路堤填方、边坡支护面积和公路占地面积。最后,基于边坡安全系数提出了植物防护和工程防护相结合的边坡支护方案,为堤边坡的稳定性后续研究提供了较大的现实价值。
Stability analysis and optimization design of highway embankment slope in loess region
In this paper for the current loess area highway embankment slope stability problems,put forward the optimization scheme and using the right geotechnical software and ABAQUS software for slope stability calculation,the calculation results show that the optimized embankment slope safety factor is greater than the specification of 1.25 and have certain safety reserve,optimization can significantly reduce the embankment filling,slope support area and highway area.Finally,the slope support scheme combining plant protection and engineering protection is proposed based on the slope safety factor,which provides great practical value for the subsequent study of the stability of the embankment slope.

loess areahighwayembankment slopestability analysis

霍焕臣

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中铁第五勘察设计院集团有限公司,北京 102600

黄土地区 高速公路 堤边坡 稳定性分析

2024

中国高新科技
中华预防医学会,国家食品安全风险评估中心

中国高新科技

ISSN:
年,卷(期):2024.(1)
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