首页|基于开挖施工进程的软土基坑变形监测规律研究

基于开挖施工进程的软土基坑变形监测规律研究

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以上海五坊园三期基坑工程为背景,对基坑开挖过程中对围护墙水平位移、墙顶沉降、立柱隆沉、支撑轴力和地下管线沉降等的变化规律进行了追踪监测,分析了基坑不同开挖阶段对应的环境效应.结果表明,基坑开挖对周边环境影响具有明显的空间效应和时间效应;围护墙体变形、土体沉降以及地下管线沉降主要发生在深层土体的开挖阶段,混凝土底板浇筑后变形趋于稳定.本工程施工过程中的信息化控制有效地保护了基坑周边环境.
Research on Deformation Monitoring of Soft Soil Foundation Pit Based on Excavation Construction Process
This article combined with the process of excavation under the background of Shanghai Five Square Park Phase Ⅲ Foundation engineering,tracking monitors the change rules of the enclosure wall vertical displacement,the top wall settlement,vertical props settlement,strut axial force and underground pipeline settlement.Results show that the space effect and time effect of foundation pit excavation on the surrounding environment are obvious.Retaining wall deformation,soil settlement and underground pipe settlement occurs mainly in the deep soil digging stage,and deformation makes stable after casting the concrete floor.The construction process of the project information control effectively protects the environment around the foundation pit.

soft soilfoundation pittime-space effecttracking monitor

刘展羽、马际首、李镜培、戚万恩、孙吉

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同济大学地下建筑与工程系,上海200092

上海南汇建工建设(集团)有限公司,上海201399

软土 基坑 时空效应 追踪监测

浦东新区城建系统科学技术研究项目

2016

结构工程师
同济大学,华东建筑设计研究院

结构工程师

CSTPCD北大核心
影响因子:0.51
ISSN:1005-0159
年,卷(期):2016.32(6)
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