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路面结构层对高速公路加宽路基沉降的影响研究

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为了预防和控制高速公路加宽工程路基出现差异沉降,保障工程质量,利用有限元法,系统分析了路面面层模量与厚度、基层模量与厚度、土基模量等对高速公路加宽路基沉降变形的影响规律.结果表明:路面结构层参数对于高速公路加宽路基的受力与变形特性具有显著的影响,高速公路加宽路基的沉降量随着路面结构层厚度和刚度的增大而显著减小,提升路面结构层的厚度和刚度可以有效预防高速公路加宽工程出现差异沉降.
Study on the influence of pavement structure layer parameters on the settlement of expressway widened subgrade
In order to prevent and control the differential settlement of expressway subgrade widening project and ensure the engineering quality,the influence of pavement layer modulus and thickness,base layer modulus and thickness,sub-grade modulus on settlement deformation of expressway widening subgrade were analyzed systematically by using finite ele-ment method.The results show that parameters of the pavement structure layer have a significant effect on the mechanical and deformation characteristics of the widened subgrade.The settlement of expressway widening subgrade decreases signif-icantly with the increase of the thickness and stiffness of pavement structure layer.Improving the thickness and stiffness of pavement structure layer can effectively prevent differential settlement in expressway widening project.

expressway subgrade widening projectsubgrade deformationdifferential settlementpavement structurebase layer modulus

李钰馨、王鹏飞、马志宏

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中铁十四局集团第二工程有限公司,山东 泰安 271000

河北工业大学土木与交通学院,天津 300401

高速公路加宽工程 路基变形 差异沉降 路面结构 基层模量

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
年,卷(期):2025.51(2)