Abstract

The aim of this study was twofold: (1) to assess the performance accuracy of support vector machine (SVM) models with different kernels to predict rock brittleness and (2) compare the inputs’ importance in different SVM models. To this end, the authors developed eight SVM models with different kernel types, i.e., the radial basis function (RBF), the linear (LIN), the sigmoid (SIG), and the polynomial (POL). Four of these models were developed using only the SVM method, while the four other models were hybridized with a feature selection (FS) technique. The performance of each model was assessed using five performance indices and a simple ranking system. The results of this study show that the SVM models developed using the RBF kernel achieved the highest ranking values among single and hybrid models. Concerning the importance of variables for predicting the brittleness index (BI), the Schmidt hammer rebound number (Rn) was identified as the most important variable by the three single-based models, developed by POL, SIG, and LIN kernels. However, the single SVM model developed by RBF identified density as the most important input variable. Concerning the hybrid SVM models, three models that were developed using the RBF, POL, and SIG kernels identified the point load strength index as the most important input, while the model developed using the LIN identified the Rn as the most important input. All four single-based SVM models identified the p-wave velocity (Vp) as the least important input. Concerning the least important factors for predicting the BI of the rock in hybrid-based models, Vp was identified as the least important factor by FS-SVM-POL, FS-SVM-SIG, and FS-SVM-LIN, while the FS-SVM-RBF identified Rn as the least important input.

Highlights

  • In every ground excavation project, the rock brittleness needs to be measured as a key property of rock mass

  • The results show that the support vector machine (SVM)-radial basis function (RBF) model achieved the highest rank for both training (19) and testing (17) phases

  • Cumulative rank values of 31, 29, 17 and 30 were achieved for the feature selection (FS)-SVM-RBF, FS-SVM-POL, FS-SVM-SIG, and FS-SVM-LIN models, respectively. This shows that the RBF is the most successful kernel for both single and hybrid SVM models to estimate the brittleness index (BI) of the rock

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Summary

Introduction

In every ground excavation project, the rock brittleness needs to be measured as a key property of rock mass. In designing geotechnical engineering structures, especially those that are constructed on the rock mass, a proper insight into the rock’s brittleness is of great value. Using rock-brittleness-related information, engineers are able to assess the wellbore stability and performance quality of a hydraulic fracturing job [1,2]. With the use of such information, the shale rocks mechanic properties can be regulated well. A number of parameters, including the volumetric fraction of strong minerals, carbonates, weak elements, and pores, can be used to define the Young’s modulus and strength of these properties [3,4]. Brittleness plays an important role in assessing the stability of the surrounding rock mass in deep underground projects [5]

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