土工基础 ›› 2020, Vol. 34 ›› Issue (2): 223-227.

• 测试技术 • 上一篇    下一篇

BOTDA在桩身位移监测中的应用

张 涛1,2,杜 鸿2,罗 勇1,2,贾 森1   

  1. (1.贵州大学 资源与环境工程学院,贵阳 550003;2.贵州省交通规划勘察设计研究院股份有限公司,贵阳 550001)
  • 收稿日期:2019-07-10 修回日期:2019-07-22 出版日期:2020-05-20 发布日期:2020-05-20
  • 作者简介:张 涛(1992-),男,硕士研究生,研究方向为岩土工程专业。
  • 基金资助:
    贵州省科技平台及人才团队计划项目:黔科合平台人才[2017]5402;贵州省工业攻关项目:黔科合GZ字[2015]3020

Application of BOTDA in Pile Displacement Measurement

ZHANG Tao1,2, DU Hong2, LUO Yong1,2, JIA Sen1   

  1. (1.College of Resource and Environmental Engineering,Guizhou University,Guiyang 550003;
    2.Guizhou Transportation PlanningSurvey and Design Academe Co., Ltd.,Guiyang 550001)
  • Received:2019-07-10 Revised:2019-07-22 Online:2020-05-20 Published:2020-05-20

摘要: 桩基一般深埋于地底或水下,属于隐蔽性工程,对桩在各种实况下的行为监测十分困难。结合BOTDA的应用研究,首次将监测数据用以抗滑桩位移的研究推理。通过对桩身应变监测数据的处理,并在假设基础和边界条件上,通过计算模型和数学求解出桩身位移。结果表明:BOTDA对桩身位移监测是可行的。计算模型对变形的确定一定程度上是可行的,并且光纤对于桩身监测是连续性的,测距间隔选取满足计算模型要求,计算结果可信。通过抗滑桩的位移特性可以对滑坡的各种特性做出一定合理的推测。

关键词: BOTDA, 抗滑桩, 监测, 位移

Abstract: Monitoring the performance of the piled foundations under various loading conditions is generally difficult due to the pile embedment into the ground and usually under the groundwater environment. The paper presents the first application of Brillouin Optical Time Domain Analysis (BOTDA) in the monitoring of the pile displacement performance. Throughout the process of the measured strain along the pile and the boundary condition assumptions, the pile displacement could be obtained from the mathematical model and solutions. The results indicate that, it is feasible to apply the BODTA method in the pile displacement survey. The established mathematical model is appropriate for the deformation interpretation. Further, the strain monitoring using fiber optics is continuous in the time domain and the selected distance increments in the monitoring can meet the mathematical model requirement.

Key words: brillouin optical time domain analysis (BOTDA), anti-landslide caisson, construction monitoring, displacement measurement

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