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深基坑支护桩布里渊光时域分布式监测方法研究

Study on Distributed Monitoring Method of Deep Foundation Pit Retaining Pile Based on the Brillouin Optical Time Domain Technology

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【作者】 索文斌程刚卢毅孙义杰施斌

【Author】 SUO Wenbin;CHENG Gang;LU Yi;SUN Yijie;SHI Bin;School of Earth Sciences and Engineering,Nanjing University;Key laboratory of Earth fissures Geological disaster,Ministry of Land and Resources,Geological Survey of Jiangsu Province;College of Transportation Science & Engineering,Nanjing Tech University;

【机构】 南京大学地球科学与工程学院国土资源部地裂缝地质灾害重点实验室(江苏省地质调查研究院)南京工业大学交通运输工程学院

【摘要】 支护桩是深基坑支护结构中的关键组成部分,其支护效果直接影响到深基坑的稳定性,因此对支护桩应力应变状态的监测十分重要。该文选择了一种能够单端测量的分布式光纤感测技术—布里渊光时域反射计(简称BOTDR),将其应用于深基坑支护桩的变形监测,介绍了这一技术的基本原理、需解决的关键问题及实施技术路线,并结合南京某深基坑工程,验证了这一技术方法的监测效果。结果表明,基于BOTDR的监测方法可以对深基坑支护桩进行全分布式监测,方法可行,结果准确,为深基坑支护桩监测提供了一种新的技术手段。

【Abstract】 Retaining pile is a key part of bracing and retaining structures which directly affect the stability of deep foundation pit.Therefore, it is important to monitor the strain and stress state of a retaining pile. In this paper, the single-ended detecting distributedoptical fiber sensing technology based on the Brillouin Optical Time-Domain Reflectometer(BOTDR) was used for monitoring thedeformation of a PHC type retaining pile in a deep foundation pit. The monitoring method was described and its effectiveness was wellverified in a deep foundation pit in Nanjing. The results indicate that the BOTDR-based method is feasible to make a fully-distributedmonitoring of the retaining pile in the deep foundation pit. It is expected to be a novel way for monitoring deep foundation pit.

【基金】 国家重大科研仪器研制项目(41427801);国土资源部公益性行业专项(201511055);国土资源部地裂缝地质灾害重点实验室开放课题(201401)联合资助
  • 【文献出处】 高校地质学报 ,Geological Journal of China Universities , 编辑部邮箱 ,2016年04期
  • 【分类号】TU473.2
  • 【被引频次】18
  • 【下载频次】308
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