GAO Lei, ZHOU Le, LIU Han-long, et al. Field experimental study on the high-precision measurement of
deformation of cast-in-place pile[J]. 2021, 42(7).
GAO Lei, ZHOU Le, LIU Han-long, et al. Field experimental study on the high-precision measurement of
deformation of cast-in-place pile[J]. 2021, 42(7).DOI:
灌注桩是最常见的桩基础形式之一,开展灌注桩桩身变形测量,对研究其桩身承载特性及分析桩身质量非常重要。采用目前国际上最为先进的光频域反射光纤传感技术(optical frequency domain reflectometer,OFDR),开展了灌注桩桩身变形高精度测量现场试验,获得了灌注桩在加载和卸载过程中的桩身变形、桩身轴力及桩身侧摩阻力分布情况,分析了加载和卸载过程中灌注桩桩身变形特征及荷载传递规律。试验结果表明:加载阶段光纤测得的桩身应变随荷载逐级增加,卸载阶段光纤测得的桩身应变随荷载逐级减小,卸载结束后桩身有一定应力残余;同时,通过对比加载、卸载过程中桩身轴力分布曲线,发现桩身轴力在卸载后存在时间滞后效应;结果显示OFDR技术能够实现对灌注桩桩身变形的高精度测量,并能精细化掌握桩身变形特征。
Abstract
The cast-in-place pile is one of the most common forms of pile foundation. It is very important to conduct the measurement of pile deformation of the cast-in-place pile
which is of great use for understanding the bearing characteristics and quality of the pile. In this paper
optical frequency domain reflectometer (OFDR) is introduced as the most advanced technology in the world to carry out the field test on the high-precision measurement of deformation of the cast-in-place pile. During the test
the pile deformation
pile axial force and pile side friction distribution are obtained in the loading and unloading process. Simultaneously
the pile deformation characteristics and load transfer law are analyzed. The test results show that the strain of pile measured by the optical fiber sensor increases with the loading during the loading phase and decreases during the unloading phase
the pile has a certain residual stress after the unloading
however. Besides
through comparison of the pile force distribution curve in the loading and unloading process
it is found that the pile force has a time lag effect after unloading; the results prove that OFDR technology can achieve the high-precision measurement of pile deformation of the cast-in-place pile
which can be applied to investigate the pile deformation characteristics.