首页> 外文期刊>Rock Mechanics and Rock Engineering >The Influence of Testing Procedures on Uniaxial Compressive Strength Prediction of Carbonate Rocks from Equotip Hardness Tester (EHT) and Proposal of a New Testing Methodology: Hybrid Dynamic Hardness (HDH)
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The Influence of Testing Procedures on Uniaxial Compressive Strength Prediction of Carbonate Rocks from Equotip Hardness Tester (EHT) and Proposal of a New Testing Methodology: Hybrid Dynamic Hardness (HDH)

机译:测试程序对Equotip硬度计(EHT)预测碳酸盐岩单轴抗压强度的影响以及一种新的测试方法的建议:混合动力硬度(HDH)

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摘要

The Equotip hardness tester (EHT) is a portable and non-destructive instrument used mainly for the dynamic rebound hardness testing of metals. Although various versions of the 'single impacts' and 'repeated impacts' testing procedures have been employed by different authors for different applications, it is not yet known whether a particular testing procedure is more relevant for a specific application in rock engineering. To be able to contribute to the subject, the present study was carried out to determine the suitability of different rebound testing procedures with this instrument for uniaxial compressive strength (UCS) estimations of some selected carbonate rocks. To achieve this goal, as well as four different existing rebound testing procedures, a newly proposed testing methodology involving the parameter hybrid dynamic hardness (HDH) was also employed. The statistical analyses performed on the experimental data, on the whole, showed that the test procedures which are based on single impacts test procedures outperformed the repeated impacts test procedures in terms of UCS prediction accuracy. The prediction capability of the newly introduced testing methodology was found to be superior to those of other procedures considered in this work, suggesting that it could be an efficient tool in practice for preliminary estimates of rock strength.
机译:Equotip硬度测试仪(EHT)是一种便携式无损仪器,主要用于金属的动态回弹硬度测试。尽管不同作者针对不同应用采用了各种版本的“单一冲击”和“重复冲击”测试程序,但尚不清楚特定的测试程序是否与岩石工程中的特定应用更相关。为了能够对此主题做出贡献,本研究旨在确定该仪器对某些选定碳酸盐岩的单轴抗压强度(UCS)估算的不同回弹测试程序的适用性。为了实现该目标以及现有的四个不同的回弹测试程序,还采用了一种新提出的涉及参数混合动态硬度(HDH)的测试方法。总体而言,对实验数据进行的统计分析表明,就UCS预测准确性而言,基于单一冲击测试程序的测试程序优于重复冲击测试程序。发现新引入的测试方法的预测能力优于本文中考虑的其他程序的预测能力,这表明它在实践中可能是对岩石强度进行初步估计的有效工具。

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