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基于光纤位移传感器的桥梁基坑沉降监测的试验研究

徐志磊

江西建材Issue(8):140-142,3.
江西建材Issue(8):140-142,3.

基于光纤位移传感器的桥梁基坑沉降监测的试验研究

Experimental Research on Settlement Monitoring of Bridge Foundation Pits Based on Fiber Optic Displacement Sensors

徐志磊1

作者信息

  • 1. 中铁十一局集团第一工程有限公司,湖北 襄阳 441100
  • 折叠

摘要

Abstract

Taking a large bridge deep foundation pit project as an example,a fiber optic displacement sensor is used to dynamically monitor and analyze the horizontal displacement,surface settlement,anchor cable axial force,groundwater level,etc.of the crown beam and traffic lane during the foundation pit construction process.Analyze the excavation deformation law of deep foundation pits.The experimental results indicate that as the excavation of the foundation pit progresses,the crown beams and traffic lanes of the foundation pit tilt towards the direction of the foundation pit and eventually stabilize.The variation of axial force of prestressed anchor cables on the first floor of the foundation pit is basically consistent with the variation of horizontal displacement time.The trend of groundwater level changes on both sides of the foundation pit is different,but tends to stabilize in a short period of time.Throughout the entire monitoring period,the cumulative settlement values in each area of the foundation pit were within a controllable range,but the surface settlement of a building on the north side and surrounding area of the foundation pit has not yet reached stability.It is recommended to extend the settlement monitoring time in the relevant areas.

关键词

光纤位移传感器/桥梁基坑/沉降监测

Key words

Fiber optic displacement sensor/Bridge foundation pit/Settlement monitoring

分类

交通工程

引用本文复制引用

徐志磊..基于光纤位移传感器的桥梁基坑沉降监测的试验研究[J].江西建材,2024,(8):140-142,3.

江西建材

1006-2890

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