{"title":"Estimation of uniaxial compressive strength of rock using optimized support vector and kernel-based extreme learning machine models","authors":"Yajuan Wu , Tao Wen , Xinshuang Sun , Yankun Wang","doi":"10.1016/j.asej.2025.103779","DOIUrl":null,"url":null,"abstract":"<div><div>Uniaxial compressive strength (UCS) is a vital parameter that reflects the fundamental mechanical properties of rocks, playing an indispensable role in rock mass classification and the establishment of rock mass failure criteria. Currently, two methods, namely the direct and indirect methods, are employed to determine the UCS. The direct method, however, is high-priced and time-consuming. Consequently, the development of a stable and efficient indirect method holds great significance. In this study, kernel extreme learning machine (KELM) and support vector regression (SVR) are utilized to construct prediction models. Additionally, five metaheuristic optimization algorithms are introduced to strengthen the performance of the prediction models. Ten ensemble models are developed to predict the UCS. Using six input variables, an optimal prediction model is established based on four performance indicators. To address the stochasticity of model outputs, each model is run 100 times to obtain 100 output results. Furthermore, score analysis, uncertainty analysis and Wilcoxon test are employed to evaluate the superiority or inferiority of prediction models more precisely, respectively. The results imply that the HOA-KELM model receives the highest values for <em>R</em><sup>2</sup> (0.9168), <em>VAF</em> (95.5308%), <em>WI</em> (0.9784) and <em>PI</em> (−11.4660), while achieving the lowest <em>RMSE</em> (13.3381), with a total score of 20 using KELM-based ensemble models, and the PSO-SVR model receives the highest values for <em>R</em><sup>2</sup> (0.9440), <em>VAF</em> (96.9933%), <em>WI</em> (0.9733), and <em>PI</em> (−9.02626) while achieving the lowest <em>RMSE</em> (10.9402) and <em>MAE</em> (8.1081), with a total score of 20 using SVR-based ensemble models. Compared with the HOA-KELM model, the PSO-SVR model has been proven to have higher prediction accuracy by drawing the Taylor diagram. Therefore, the PSO-SVR model surpasses alternative models, establishing it as the preferred option for predicting the UCS of rocks.</div></div>","PeriodicalId":48648,"journal":{"name":"Ain Shams Engineering Journal","volume":"16 12","pages":"Article 103779"},"PeriodicalIF":5.9000,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Ain Shams Engineering Journal","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2090447925005209","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
Uniaxial compressive strength (UCS) is a vital parameter that reflects the fundamental mechanical properties of rocks, playing an indispensable role in rock mass classification and the establishment of rock mass failure criteria. Currently, two methods, namely the direct and indirect methods, are employed to determine the UCS. The direct method, however, is high-priced and time-consuming. Consequently, the development of a stable and efficient indirect method holds great significance. In this study, kernel extreme learning machine (KELM) and support vector regression (SVR) are utilized to construct prediction models. Additionally, five metaheuristic optimization algorithms are introduced to strengthen the performance of the prediction models. Ten ensemble models are developed to predict the UCS. Using six input variables, an optimal prediction model is established based on four performance indicators. To address the stochasticity of model outputs, each model is run 100 times to obtain 100 output results. Furthermore, score analysis, uncertainty analysis and Wilcoxon test are employed to evaluate the superiority or inferiority of prediction models more precisely, respectively. The results imply that the HOA-KELM model receives the highest values for R2 (0.9168), VAF (95.5308%), WI (0.9784) and PI (−11.4660), while achieving the lowest RMSE (13.3381), with a total score of 20 using KELM-based ensemble models, and the PSO-SVR model receives the highest values for R2 (0.9440), VAF (96.9933%), WI (0.9733), and PI (−9.02626) while achieving the lowest RMSE (10.9402) and MAE (8.1081), with a total score of 20 using SVR-based ensemble models. Compared with the HOA-KELM model, the PSO-SVR model has been proven to have higher prediction accuracy by drawing the Taylor diagram. Therefore, the PSO-SVR model surpasses alternative models, establishing it as the preferred option for predicting the UCS of rocks.
期刊介绍:
in Shams Engineering Journal is an international journal devoted to publication of peer reviewed original high-quality research papers and review papers in both traditional topics and those of emerging science and technology. Areas of both theoretical and fundamental interest as well as those concerning industrial applications, emerging instrumental techniques and those which have some practical application to an aspect of human endeavor, such as the preservation of the environment, health, waste disposal are welcome. The overall focus is on original and rigorous scientific research results which have generic significance.
Ain Shams Engineering Journal focuses upon aspects of mechanical engineering, electrical engineering, civil engineering, chemical engineering, petroleum engineering, environmental engineering, architectural and urban planning engineering. Papers in which knowledge from other disciplines is integrated with engineering are especially welcome like nanotechnology, material sciences, and computational methods as well as applied basic sciences: engineering mathematics, physics and chemistry.