寒区桩基轴向荷载试验方法及其适用性探讨

Pub Date : 2022-08-01 DOI:10.1016/j.rcar.2022.08.004
JiaWei Gao , Ji Chen , Xin Hou , QiHang Mei , YongHeng Liu
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引用次数: 0

摘要

桩轴向荷载的测量对于确定桩基础的摩阻力、端部承载力等设计参数以及分析荷载传递机理具有重要意义。受冻土温度和含冰量的影响,桩基与冻土界面接触关系复杂,使得桩轴向荷载测量比非冻土条件下具有更大的不确定性。因此,有必要深入了解现有的桩轴向荷载试验方法。系统地回顾了四种方法:振动丝传感器、应变计、滑动测微计和光纤应变传感器。同时,详细讨论了四种试验方法在冻土地区的适用性。前两种方法成熟且常用。滑动千分尺只适用于短期测量。光纤布拉格光栅(FBG)应变计满足监测要求,而布里渊光时域反射计(BOTDR)需要进一步验证。本文旨在为寒区桩基稳定性研究和承载力评价在桩轴向荷载试验中不同方法的选择和应用提供技术参考。
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Discussion on pile axial load test methods and their applicability in cold regions

The measurement of pile axial load is of great significance to determining pile foundation design parameters such as skin friction and end bearing capacity and analyzing load transfer mechanisms. Affected by the temperature and ice content of frozen ground, the interface contact relationship between pile foundation and frozen soil is complicated, making pile axial load measurements more uncertain than that in non-frozen ground. Therefore, it is necessary to gain an in-depth understanding of the current pile axial load test methods. Four methods are systematically reviewed: vibrating wire sensors, strain gauges, sliding micrometers, and optical fiber strain sensors. At the same time, the applicability of the four test methods in frozen soil regions is discussed in detail. The first two methods are mature and commonly used. The sliding micrometer is only suitable for short-term measurement. While the Fiber Bragg grating (FBG) strain gauge meets the monitoring requirements, the Brillouin optical time-domain reflectometer (BOTDR) needs further verification. This paper aims to provide a technical reference for selecting and applying different methods in the pile axial load test for the stability study and bearing capacity assessment of pile foundations in cold regions.

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