机械开挖桩桩完整性试验中混凝土养护进展的影响分析。

G. Santana, Catharina Carvalhais, Diogo Bechler de Moro, Maria Tereza Teles Coelho Aguilar Costa, Alexandre Henriques de Paula
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引用次数: 0

摘要

桩完整性测试(PIT)是一种非破坏性测试,是一种有效且低成本的检测桩完整性的方法。在进行实验时,桩受到锤击,产生沿其长度传播的应力波,因此可以通过反射应力波在加速度计中的返回时间来估计桩的深度。但是,反射信号的位置随阻抗的变化而变化,也就是说,有可能在桩密度、波速或截面积上呈现交替变化。因此,了解没有养护间隔的混凝土资源如何影响完整性测试是很重要的。因此,本研究旨在分析基坑试验中收集到的压缩波在混凝土养护过程中所引起的变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Análise da influência da progressão da cura do concreto no ensaio Pile Integrity Test em estaca escavada mecanicamente.
: The Pile Integrity Test (PIT) is a non-destructive test that presents as an effective and low cost method to investigate pile integrity. To do the experiment, the pile is impacted by a hammer, siring a stress wave that propagates along its length, thus is possible to estimate the depth of the pile through the return time of the reflection stress wave in the accelerometer. However, the reflection signal undergoes changes in locations with impedance variation, that means, it is possible to show alternative changes in the pile density, wave speed or cross-sectional area. Thus, it is important to know how concrete resources without a curing interval that influence the integrity test. Therefore, the present study aims to analyze the changes caused by the compression waves, collected in the PIT test, which are caused by the curing of the concrete.
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