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整体开发片区道路桥头沉降处理方案研究OA

Research on Treatment Schemes for Bridgehead Settlement of Roads in Integrated Developed Areas

中文摘要英文摘要

路基与桥梁过渡段差异沉降过大,易造成桥头跳车、道路损坏、地下管线损坏等危害.控制路基沉降的措施主要包括轻质填料法、预压法、换填垫层法和复合地基法.针对南京江心洲岛南和岛北两种典型饱和软土地质条件,分别提出适宜的填方道路工后沉降处治方案.研究结果表明,在统筹整体开发片区总体项目进度的基础上,利用区域内开发项目弃土对路基实施堆载预压以控制桥头沉降,兼具技术可行性与经济性.

Excessive differential settlement at road-bridge transition sections tends to cause hazards such as vehicle bump at bridgehead,road damage,underground pipeline damage and so on.Measures for subgrade settlement control mainly include lightweight filling method,preloading method,replacement cushion method and composite foundation method.In view of two typical saturated soft soil geological conditions in the southern and northern parts of Nanjing Jiangxinzhou Island,appropriate post construction settlement treatment schemes for filled road sections were proposed respectively.The research results show that on the basis of coordinating the overall project schedule in integrated developed areas,applying surcharge preloading to subgrade using spoil from regional development projects to control bridgehead settlement is technically feasible and economically advantages.

缪勤荣

东华理工大学土木与建筑工程学院,南昌 330013||苏邑设计集团有限公司,南京 210012

交通工程

工后沉降预压法复合地基法固结度

post construction settlementpreloading methodcomposite foundation methoddegree of consolidation

《现代交通技术》 2026 (2)

7-12,6

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