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公路软土地基预应力管桩失稳处理方案分析

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文中以国省干线S201(联七线)公路霞浦东冲至火车站段工程A3 标段为例,对公路软土地基预应力管桩失稳问题进行深入分析,详细勘察了沉陷区域的范围、深度,介绍了沉陷对周边环境的影响,选择针对性的处理方案;深入探究沉陷区处理方案和未沉陷区及沉陷区桩帽方案,通过清理沉陷区域、设置临时支撑、设计桩帽等措施,提高管桩的稳定性,旨在为公路软土地基预应力管桩失稳处理提供参考.
Analysis of Instability Treatment Scheme of Prestressed Pipe Pile on Soft Soil Foundation of Highway
Taking the A3 section of Xiapu Dongchong to Railway Station of S201(Joint 7th Line)highway as an example,this paper deeply an-alyzes the instability problem of prestressed pipe piles on soft soil foundation of highway,explores the scope and depth of subsidence area and the impact of subsidence on the surrounding environment,and carefully chooses targeted treatment schemes.The treatment scheme of subsid-ence area,pile cap scheme of unsubsidence area and pile cap scheme of subsidence area are deeply investigated.The stability of pipe pile is improved by clearing subsidence area,setting up temporary support and designing pile cap.The purpose is to provide reference for the instabil-ity treatment of prestressed pipe pile on soft soil foundation of highway.

Highway engineeringSoft soil foundationPrestressed pipe pile

彭莹娜

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宁德市交通工程技术中心,福建 福州 350600

公路工程 软土地基 预应力管桩

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(7)