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基于BOTDA的深基坑桩锚支护结构变形监测

李立贡 丁勇 马斌斌 周克明

长江科学院院报2016,Vol.33Issue(9):48-51,4.
长江科学院院报2016,Vol.33Issue(9):48-51,4.DOI:10.11988/ckyyb.20150654

基于BOTDA的深基坑桩锚支护结构变形监测

Deformation Monitoring of Pile and Anchor Supporting Structure of Deep Foundation Pit Using BOTDA

李立贡 1丁勇 1马斌斌 1周克明2

作者信息

  • 1. 南京理工大学理学院,南京 210094
  • 2. 南京水利科学研究院南京水利水文自动化研究所,南京 210012
  • 折叠

摘要

Abstract

BOTDA distributed optic fiber monitoring technology was used to monitor the deformation of pile and an-chor supporting structure of deep foundation pit.Through long-term strain monitoring of H-steel and pre-stressed an-chor of the supporting structure during the excavation process,the deflection distribution of H-steel and stress distri-bution of pre-stressed anchor were obtained.On this basis,the stress and deformation state of H-steel and pre-stressed anchor was analyzed,providing reliable reference for pit construction.Engineering practice shows that de-formation monitoring for foundation pit's supporting structure using distributed optical fiber sensing technology based on BOTDA is feasible and has the advantage of continuous monitoring.

关键词

深基坑支护/ESC-H钢桩/预应力锚索/BOTDA/变形监测

Key words

deep foundation pit support/ESC-H steel piles/pre-stressed anchor/BOTDA/deformation monitoring

分类

建筑与水利

引用本文复制引用

李立贡,丁勇,马斌斌,周克明..基于BOTDA的深基坑桩锚支护结构变形监测[J].长江科学院院报,2016,33(9):48-51,4.

基金项目

中央级公益性科研院基本科研业务费专项 ()

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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