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Classification of the intact carbonate and silicate rocks based on their degree of thermal cracking using discriminant analysis

机译:基于使用判别分析的热裂纹度完整碳酸盐和硅酸盐岩石的分类

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摘要

Discriminant analysis is a multivariate statistical tool that generates a discriminant function to predict about the group membership of sampled experimental data. In this study, discriminant analysis was performed using IBM SPSS software package (version 23) to discriminate between pre-defined groups of measured dynamic properties of thermally treated selected carbonate and silicate rocks. The range of temperature variations was selected from 35 degrees C (laboratory temperature) to 200 degrees C to estimate the change in dynamic properties including Q-factor (Q), resonance frequency (F-r), elastic Young's modulus (E-d), damping ratio (xi), and specific damping capacity (psi) by using the "Erudite Resonance Frequency Meter" apparatus in accordance with ASTM C215 test procedure. The test results revealed significant variations in the values ofQ,F-r,E-d,xi, and psi with the rise in temperature. The measured dynamic properties of selected sedimentary rocks were classified into 2 discrete groups based on their extent of thermal treatment (i.e., 35-100 degrees C and 100-200 degrees C). Discriminant analysis-based classification results showed the sensitivity level of 86.70% and specificity level of 100.00% between predicted and original group membership. The estimated model hit ratio of 92.00% found better than maximum chance criterion and proportional chance criterion that indicates the high level of significance of classification results. Q-statistic results also satisfied the high prediction accuracy of discriminant function. The outcomes of this study could provide useful references in the classification and characterization of experimental data related to geotechnical and geomechanical studies.
机译:判别分析是一种多元统计工具,产生判别函数来预测采样实验数据的组成员资格。在该研究中,使用IBM SPSS软件包(版本23)进行判别分析,以区分热处理的选择碳酸酯和硅酸盐岩石的测量动态性质的预定义的动态性质。温度变化范围从35摄氏度(实验室温度)至200摄氏度选择,以估计动态性能的变化,包括Q系数(Q),谐振频率(FR),弹性杨氏模量(ED),阻尼比( Xi),采用根据ASTM C215测试程序使用“透明谐振频率计”装置和特定阻尼能力(PSI)。试验结果显示了随着温度升高的Q,F-R,E-D,XI和PSI值的显着变化。基于热处理的程度(即35-100℃和100-200℃),所选沉积岩的测量动态性质分为2个离散组。基于判别的分析的分类结果显示预测和原始组成员之间的敏感度为86.70%,特异性为100.00%。估计的模型命中比率为92.00%,比最大机会标准和比例机构标准更好地显示,表明分类结果的高度重要性。 Q统计结果也满足了判别函数的高预测精度。该研究的结果可以在与岩土和地质力学研究相关的实验数据的分类和表征中提供有用的参考。

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