首页|富水砂层深基坑降水开挖对邻近综合管廊的影响

富水砂层深基坑降水开挖对邻近综合管廊的影响

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基于邻近综合管廊深基坑工程,依据基坑降水开挖方案及现场监测数据,采用Midas GTS NX软件进行数值模拟分析,研究富水砂层深基坑降水开挖对周边地表及既有管廊的影响,并预测管廊达到沉降预警值时对应的地下水位.研究结果表明,周边地表与管廊沉降主要由降水引起,且既有管廊的存在限制了周边土体的运动,有效减小了地表沉降;基坑分步降水开挖能够有效控制周边地表与既有管廊沉降,实际工程中应加强对地下水位的监测,控制地下水位满足预警值要求.
Influence of Dewatering Excavation of Deep Foundation Excavation in Water-rich Sand Layer on Adjacent Comprehensive Pipe Gallery
Based on a deep foundation excavation project near the comprehensive pipe gallery,according to the foundation excavation dewatering excavation scheme and on-site monitoring data,Midas GTS NX software was used for simulation analysis to study the influence of deep foundation excavation in water-rich sand layer on the surrounding surface and existing pipe gallery,and the groundwater level corresponding to the pipe gallery when it reaches the settlement warning value was predicted.The research results show that the settlement of the surrounding surface and pipe gallery is mainly caused by precipitation,and the existing pipe gallery restricts the movement of the surrounding soil,effectively reduces the surface settlement.Step by step dewatering excavation can effectively control the settlement of the surrounding surface and the existing pipe gallery.In practical engineering,the monitoring of groundwater level should be strengthened to control the groundwater level to meet the requirements of early warning value.

pipe galleryfoundation excavationprecipitationexcavationsettlementprediction

张裕、王俊鹏、钟伟慈、谷端宇、姜瑞云

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中铁建工集团第一建设有限公司,北京 100070

北京科技大学土木与资源工程学院,北京 100083

管廊 基坑 降水 开挖 沉降 预测

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(9)
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