Determination of the length of piles immersed in the soil by the method of an acoustic wave excited in a pile by impact

Dmitriy Skvortsov, Erkn Zhaisambaev, Denis Derevnin, Olesya Parenkina
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引用次数: 1

Abstract

In the article, the authors describe the methodology for determining the length of piles according to ASTM D5882. The authors of the article describe the situation that arose at one of the sites in the city of Tyumen when, when digging a pit, a previously constructed pile field with a grillage was discovered. The authors examined the pile field in order to determine the length of the piles. The length of piles immersed in the ground was determined by the method of acoustic wave excited in a pile by impact in accordance with ASTM D5882 Standard Test Method for Low Strain Impact Integrity Testing of Deep Foundations. The measurement method is based on the property of an acoustic wave being reflected from the interfaces between media with different acoustic impedances. The article describes the methodology for determining the length of piles with further processing of the measurement results. The main conclusions are formulated based on the results of the work on measuring the length of piles by the method of an acoustic wave excited in a pile by impact.
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用冲击桩内激发声波的方法测定浸没在土中的桩的长度
在文章中,作者描述了根据ASTM D5882确定桩长的方法。这篇文章的作者描述了秋明市其中一个遗址的情况,当时在挖掘一个坑时,发现了一个先前建造的带有格栅的桩场。为了确定桩的长度,作者检查了桩场。根据ASTM D5882深基础低应变冲击完整性测试标准试验方法,采用冲击在桩内激发声波的方法测定沉于地面的桩长。测量方法是基于声波从不同声阻抗介质之间的界面反射的特性。本文介绍了确定桩长和进一步处理测量结果的方法。本文的主要结论是根据冲击声波法测量桩身长度的工作结果得出的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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