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基坑支护设计分析及施工中的稳定性评价

桑月鹏

江西建材Issue(1):108-110,3.
江西建材Issue(1):108-110,3.

基坑支护设计分析及施工中的稳定性评价

Analysis of Foundation Pit Support Design and Stability Evaluation During Construction Process

桑月鹏1

作者信息

  • 1. 甘肃省建筑设计研究院有限公司,甘肃 兰州 730000
  • 折叠

摘要

Abstract

To ensure the safe construction of the foundation pit and grasp its stability during the construction process,this article first conducts support design analysis based on the investigation of the environmental conditions of the foundation pit,and combines monitoring results to eval-uate the stability of the foundation pit construction process through deformation prediction results.The analysis results show that the surrounding conditions of the foundation pit are relatively complex.To ensure its stability,the support method is determined as"support piles+anchor cables".After deformation prediction,the predicted deformation values of the foundation pit are between 20.92~24.42 mm,all less than 35 mm,which shows that the foundation pit is in a stable state during construction

关键词

基坑/支护设计分析/稳定性评价

Key words

Excavation pit/Support design analysis/Stability evaluation

分类

天文与地球科学

引用本文复制引用

桑月鹏..基坑支护设计分析及施工中的稳定性评价[J].江西建材,2024,(1):108-110,3.

江西建材

1006-2890

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