平行地震试验检测既有缺陷桩的研究

Fan Yang, Ruyan Tang
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引用次数: 0

摘要

与传统的反射波(RW)测试相比,平行地震(PS)测试具有受上层建筑干扰小、信号损失小的优点,在桩基检测中具有良好的应用前景。然而,对完好桩与缺陷桩的对比研究较少。本文采用平行地震(PS)试验,分别建立了完整桩和缺陷桩的三维有限元模型。对模型上部施加冲击荷载,对侧孔获得的纵波信号进行动力时程分析,计算出桩身长度、缺陷位置和长度。试验结果表明,该方法检测完好桩和缺陷桩的相对误差分别为4.5%和5.1%。结果表明,侧孔透射波法对既有桩基具有较好的适用性和较高的精度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research on Detection of Existing Defect Piles by Parallel Seismic Testing
Compared with the traditional reflected wave (RW) tests, Parallel Seismic (PS) test has the advantages of less interference from the upper building and less signal loss, and has a good application prospect in the detection of foundation piles. However, there are few studies on the comparison of intact piles and defective piles. In this paper, Parallel Seismic (PS) test is used to establish three-dimensional finite element models of intact piles and defective piles respectively. Impulse load is applied to the upper part of the model, and the dynamic time history analysis is carried out on the P-wave signal obtained in the side hole, and the length of the pile body and the position and length of the defect are calculated. The experimental results show that the relative errors of detecting intact piles and defective piles are 4.5% and 5.1%, respectively. It shows that the side-hole transmission wave method has better applicability and higher accuracy for existing foundation piles.
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