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市政道路桥梁工程中沉降段路基路面施工技术研究

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本文探讨了差异沉降对路面结构的影响及其控制标准,首先分析了差异沉降的成因及其对路面裂缝、凹陷等病害的影响.通过理论假设,建立了旧路和新路的差异沉降模型,分别采用二次抛物线函数和抛物线特征描述沉降分布.接着,提出了路基不均匀沉降的控制标准,强调了材料选择、结构设计等关键因素对路面加宽部分的影响.最后,通过对沉降段路基在不同时间节点的检测结果进行分析,发现沉降量随时间的推移呈逐渐增加的趋势,但在后期趋于稳定.研究表明,针对沉降段路基的施工技术和监测措施至关重要,以确保路基的长期稳定性和安全性,为今后的市政道路桥梁工程提供了有价值的参考.
Research on Construction Technology of Subgrade and Pavement in Settlement Section of Municipal Road and Bridge Engineering
This paper discusses the influence of differential settlement on pavement structure and its control standard.Firstly,it analyzes the cause of differential settlement and its influence on pavement cracks,depres-sions and other diseases.Based on the theoretical hypothesis,the differential settlement model of the old road and the new road was established,and the quadratic parabola function and parabola feature were used to describe the settlement distribution respectively.Then,the control standard of uneven settlement of roadbed was put forward,and the influence of material selection,structural design and other key factors on pavement widening was empha-sized.Finally,through the analysis of the detection results of the subgrade in different time nodes of the settle-ment section,it is found that the settlement amount increases gradually with the passage of time,but tends to be stable in the later period.The research shows that the construction technology and monitoring measures for the settlement section roadbed are very important to ensure the long-term stability and safety of the roadbed,which provides a valuable reference for the future municipal road and bridge projects.

Municipal roadBridge engineeringSettlement sectionSubgrade and pavement construction

何敬强、王先刚

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山东历城城市发展集团有限公司

市政道路 桥梁工程 沉降段 路基路面施工

2025

广东建材
广东省建筑材料研究院

广东建材

影响因子:0.681
ISSN:1009-4806
年,卷(期):2025.41(1)