基于botdr的桩基承载力分布式检测研究

C. Piao, G. Wei, Yong Chen
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引用次数: 1

摘要

水平荷载作用下桩基内力的计算一直是了解桩变形的基本前提。通过嵌入桩身的传感纤维,研究钻孔灌注桩在水平荷载作用下的变形,采用基于botdr的分布式检测方法推导出水平荷载作用下的桩挠度和弯矩计算公式。然后通过工程实例,将嵌入光纤获得的数据计算值与位移传感器测量值进行比较。通过对水平荷载作用下桩基承载力的分析,研究表明,基于BOTDR分布式光纤传感技术对桩的应变、挠度、弯矩等变形进行有效检测,可为桩基设计提供可靠依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the BOTDR-based distributed detection of the pile foundation bearing capacity
The calculation of the pile foundation internal force under horizontal loads always constitutes a fundamental prerequisite to an insight into the pile deformation. Through the sensing fiber embedded in pile shaft, this paper studies the deformation of bored pile under horizontal loads, and deducts the formula of pile deflection and bending moment under horizontal loads by means of BOTDR-based distributed detection. Then through the project case, a comparison is made between the value calculated by the data obtained through the embedded fiber and the value measured by the displacement sensor. And with the analysis of the pile foundation bearing capacity under horizontal loads, the study shows that a reliable basis for pile foundation design can be achieved by the effective detection of such pile deformation as strain, deflection and bending moment, based on the BOTDR distributed fiber sensing technology.
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