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临海深大基坑项目降水减压设计及周边影响分析

王得泰 张乃超

港口航道与近海工程2024,Vol.61Issue(6):74-78,5.
港口航道与近海工程2024,Vol.61Issue(6):74-78,5.DOI:10.16403/j.cnki.ggjs20240614

临海深大基坑项目降水减压设计及周边影响分析

Design of Dewatering and Decompression for Littoral Deep Foundation Pit and Environmental Impact Analysis

王得泰 1张乃超2

作者信息

  • 1. 天津深基工程有限公司,天津 300222
  • 2. 中交一航局第一工程有限公司,天津 300456
  • 折叠

摘要

Abstract

The design of water inflow in a foundation pit,the number and layout of dewatering wells around the foundation pit were analyzed and studied by referring to the construction characteristics of the foundation pit of water-intake pump shed in a LNG terminal project,including the impact of the foundation pit dewatering on the surrounding environment,the feasibility and necessity of dewatering&decompression design and environmental impact analysis of littoral deep foundation pit projects.To verify the effectiveness of dewatering before construction could avoid groundwater surging and water leakage of retaining walls during the excavation of foundation pit,and ensure a dry working condition.The influence on the surrounding buildings by the foundation pit excavation was analyzed,which served as a theoretical guide for the excavation of foundation pit.

关键词

临海深基坑/降水设计/疏干井/减压井/环境影响分析

Key words

onshore deep foundation pit/dewatering design/drainage well/decompression well/environmental impact analysis

分类

交通工程

引用本文复制引用

王得泰,张乃超..临海深大基坑项目降水减压设计及周边影响分析[J].港口航道与近海工程,2024,61(6):74-78,5.

港口航道与近海工程

1004-9592

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