首页|深厚软土地区预留土台对基坑围护结构变形及稳定性影响分析

深厚软土地区预留土台对基坑围护结构变形及稳定性影响分析

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为研究深厚软土地区预留土台对基坑围护结构变形及稳定性影响,基于福州长乐滨海某具体深基坑工程,采用有限元分析方法对采取预留土台方式的基坑开挖进行模拟,分析有无预留土台以及不同土台尺寸等因素对基坑围护结构变形及稳定性的影响,并结合监测数据进行分析.研究结果表明:随着土台宽度的增加,围护桩水平变形随之减小,基坑整体稳定性随之增加;随着土台高度的增加,围护桩水平变形随之减小,基坑整体稳定性随之增加;当土台宽度较小/土台高度较小时,土台加固对围护桩水平变形控制效果明显,但当土台宽度较大/土台高度较大时,土台加固对围护桩水平变形控制效果有限.土台加固对基坑的整体稳定性均有提高作用.
Analysis of the Influence of Reserved Soil Platform on the Deformation and Stability of Foundation Pit Retaining Structure in Deep Soft Soil Areas
In order to study the impact of reserved soil platforms on the deformation and stability of foundation pit retaining structures in deep soft soil areas,based on a specific deep foundation pit project in Changle Binhai,Fuzhou,finite element analysis method was used to simulate the excavation of foundation pits using reserved soil platforms.The influence of factors such as the presence or absence of reserved soil platforms and different soil platform sizes on the deformation and stability of foundation pit retaining structures was analyzed,and moni-toring data was combined for analysis.The research results indicate that as the width of the soil platform increases,the horizontal deforma-tion of the retaining pile decreases,and the overall stability of the foundation pit increases;As the height of the soil platform increases,the horizontal deformation of the retaining pile decreases,and the overall stability of the foundation pit increases accordingly;When the width of the soil platform is small/the height of the soil platform is small,the control effect of soil platform reinforcement on the horizontal deforma-tion of the retaining pile is significant.However,when the width of the soil platform is large/the height of the soil platform is large,the con-trol effect of soil platform reinforcement on the horizontal deformation of the retaining pile is limited.The reinforcement of soil platforms has an improving effect on the overall stability of the foundation pit.

deep soft soilreserved soil platformfoundation pit supportnumerical simulationmonitoring analysis

方能榕、李继光、余国梁、杨岳峰、张民程、廖承兴

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中国建筑第八工程局有限公司 上海 201200

福建省建筑科学研究院有限责任公司 福建省绿色建筑技术重点实验室 福建福州 350108

深厚软土 预留土台 基坑支护 数值模拟 监测分析

2024

福建建设科技
福建省建设厅科技情报中心站 福建省建筑科学研究院

福建建设科技

影响因子:0.5
ISSN:1006-3943
年,卷(期):2024.(2)
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