Enhancing of uniaxial compressive strength of travertine rock prediction through machine learning and multivariate analysis

被引:2
|
作者
Malkawi, Dima A. [1 ]
Rababah, Samer R. [2 ]
Sharo, Abdulla A. [2 ,3 ]
Aldeeky, Hussein [4 ]
Al-Souliman, Ghada K. [2 ]
Saleh, Haitham O. [2 ]
机构
[1] German Jordanian Univ, Sch Nat Resources Engn & Management, Dept Civil & Environm Engn, Amman Madaba St,POB 35247, Amman 11180, Jordan
[2] Jordan Univ Sci &Technol, Fac Engn, Dept Civil Engn, POB 3030, Irbid 22110, Jordan
[3] Al Ain Univ, Civil Engn Program, POB 112612, Abu Dhabi, U Arab Emirates
[4] Hashemite Univ, Fac Engn, Dept Civil Engn, POB 150459, Zarqa 13115, Jordan
关键词
Travertine rock; Uniaxial compressive strength (UCS); Tree model; K-nearest neighbors (KNN); Artificial neural networks (ANN); ENGINEERING PROPERTIES; MODEL;
D O I
10.1016/j.rineng.2023.101593
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Indirect methods for predicting material properties in rock engineering are vital for assessing elastic mechanical properties. Accurately predicting material properties holds significant importance in rock and geotechnical engineering, as it strongly influences decisions about the design and construction of infrastructure projects. Uniaxial compressive strength (UCS) is one of the most important elastic mechanical properties for understanding how rocks and geological formations respond to stress and deformation. However, the standard UCS test faces several challenges, including its destructive nature, high costs, time-consuming procedures, and the requirement for high-quality samples. Therefore, there is a growing demand for indirect methods to estimate UCS, which are invaluable tools for evaluating the elastic mechanical properties of materials. The study aimed to comprehensively analyze the relationships between UCS of travertine rock samples collected from the Dead Sea and Jordan Valley formations and seven different rock indices by utilizing parametric and non-parametric methods. The laboratory results indicate that the study area's travertine rock possesses high-quality and desirable properties. The results reveal that certain rock indices, such as Schmidt hammer, Leeb rebound hardness, and Point Load, strongly correlate with Uniaxial Compressive Strength (UCS). Conversely, other indices, specifically dry density, absorption, pulse velocity, and porosity, exhibit a considerably weaker or very weak relationship with UCS. The paper employs three machine learning techniques, namely the Tree model, k-nearest neighbors (KNN), and Artificial Neural Networks (ANN), to develop predictive models for rock strength. The models were trained on a dataset of rock properties and corresponding mechanical strength values. The study's results revealed that the M5 tree model is the most suitable method for predicting UCS. It demonstrates robust performance across a spectrum of metrics and boasts low prediction errors. Following the M5 tree model are the KNN, ANN, and regression methods in descending order of performance.
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页数:13
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