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基于市政沟槽基坑尺寸效应的支护方案综合比选

陆文博 郑思超 王延涛 李菲菲 陶颂

江西建材Issue(2):130-132,135,4.
江西建材Issue(2):130-132,135,4.

基于市政沟槽基坑尺寸效应的支护方案综合比选

The Comprehensive Comparison of Municipal Retaining and Protection for Foundation Excavations Based on Size Effect

陆文博 1郑思超 2王延涛 1李菲菲 1陶颂1

作者信息

  • 1. 武汉生态环境设计研究院有限公司,湖北 武汉 430050
  • 2. 武汉车谷城市发展集团有限公司,湖北 武汉 430050
  • 折叠

摘要

Abstract

This paper analyzes the size effect of long strip foundation pit,based on a municipal engineering project.Through comparative anal-ysis between theoretical calculation of finite element modeling and measured data,this paper analyzes the force condition and stress condition of a narrow trench pit under the size effect,proposing an optimizing direction.Considering safety,economy and construction feasibility this study conducts a pit supporting scheme comprehensive comparison,providing reference foundation for scheme selection in similar retaining and pro-tection for foundation excavations.

关键词

沟槽基坑/数值模拟法/层次分析法

Key words

Long strip foundation pit/Numerical simulation method/AHP

分类

建筑与水利

引用本文复制引用

陆文博,郑思超,王延涛,李菲菲,陶颂..基于市政沟槽基坑尺寸效应的支护方案综合比选[J].江西建材,2025,(2):130-132,135,4.

江西建材

1006-2890

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