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某混凝土防洪堤基础桩基安全性研究论证

Research and Demonstration on the Safety of Pile Foundation of a Concrete Levee

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为防止河流泛滥对城市造成灾害,并规避土质堤防放坡占地较大的缺点,很多城市采用混凝土防洪堤的形式.某混凝土防洪堤在经历超标准洪水后,为分析洪水对堤身、地基等的影响,对堤防桩基进行安全评价,该文依据设计规范,并结合以往的经验,对桩基竖向承载力、水平承载力、位移进行了计算论证,并结合观测资料和计算结果进行了对比分析,对其安全性进行了评价,通过计算论证为类似工程的计算厘清了思路,可为类似工程提供借鉴.
To prevent river flooding from causing disasters to cities and avoid the disadvantage of soil embankments occupying a large area,many cities adopt concrete flood control embankments.A concrete flood control embankment may experience plastic deformation in the soil between piles after experiencing excessive floods.To analyze the impact of floods on the embankment body,foundation,etc.,a safety evaluation of the embankment pile foundation is conducted.This article calculates and demonstrates the vertical bearing capacity,horizontal bearing capacity,and pile body strength of pile foundations based on design specifications and past experience.It also compares and analyzes the safety of pile foundations based on observation data and calculation results.By calculating and demonstrating,the ideas for calculating similar projects have been clarified,which can provide reference for similar projects.

flood control embankmentpile foundationcarrying capacitydisplacementobservationsecurity

樊锐、刘夏渊

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中水珠江规划勘测设计有限公司,广州 510635

防洪堤 桩基 承载力 位移 观测 安全性

2025

广东水利水电
广东省水利水电科学研究院

广东水利水电

影响因子:0.309
ISSN:1008-0112
年,卷(期):2025.(1)