机构:
Jordan Univ Sci &Technol, Fac Engn, Dept Civil Engn, POB 3030, Irbid 22110, JordanGerman Jordanian Univ, Sch Nat Resources Engn & Management, Dept Civil & Environm Engn, Amman Madaba St,POB 35247, Amman 11180, Jordan
Rababah, Samer R.
[2
]
Sharo, Abdulla A.
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机构:
Jordan Univ Sci &Technol, Fac Engn, Dept Civil Engn, POB 3030, Irbid 22110, Jordan
Al Ain Univ, Civil Engn Program, POB 112612, Abu Dhabi, U Arab EmiratesGerman Jordanian Univ, Sch Nat Resources Engn & Management, Dept Civil & Environm Engn, Amman Madaba St,POB 35247, Amman 11180, Jordan
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.
机构:
Yangtze Univ, Sch Geosci, Wuhan 430100, Peoples R China
China Univ Geosci, Badong Natl Observat & Res Stn Geohazards, Wuhan 430074, Peoples R China
Hubei Yangtze Univ Technol Dev Co Ltd, Jiacha Cty Branch, Shannan 856499, Peoples R ChinaYangtze Univ, Sch Geosci, Wuhan 430100, Peoples R China
Wen, Tao
Li, Decheng
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机构:
Yangtze Univ, Sch Geosci, Wuhan 430100, Peoples R ChinaYangtze Univ, Sch Geosci, Wuhan 430100, Peoples R China
Li, Decheng
Wang, Yankun
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机构:
Yangtze Univ, Sch Geosci, Wuhan 430100, Peoples R China
Hubei Yangtze Univ Technol Dev Co Ltd, Jiacha Cty Branch, Shannan 856499, Peoples R ChinaYangtze Univ, Sch Geosci, Wuhan 430100, Peoples R China
Wang, Yankun
Hu, Mingyi
论文数: 0引用数: 0
h-index: 0
机构:
Yangtze Univ, Sch Geosci, Wuhan 430100, Peoples R China
Hubei Yangtze Univ Technol Dev Co Ltd, Jiacha Cty Branch, Shannan 856499, Peoples R ChinaYangtze Univ, Sch Geosci, Wuhan 430100, Peoples R China
Hu, Mingyi
Tang, Ruixuan
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h-index: 0
机构:
Yangtze Univ, Sch Geosci, Wuhan 430100, Peoples R China
Hubei Yangtze Univ Technol Dev Co Ltd, Jiacha Cty Branch, Shannan 856499, Peoples R ChinaYangtze Univ, Sch Geosci, Wuhan 430100, Peoples R China
ROCK MECHANICS: MEETING SOCIETY'S CHALLENGES AND DEMANDS, VOLS 1 AND 2: VOL: FUNDAMENTALS, NEW TECHNOLOGIES & NEW IDEAS; VOL 2: CASE HISTORIES,
2007,
: 785
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792
机构:
Department of Civil Engineering, School of Engineering and Technology, K. R. Mangalam University, Haryana, GurugramDepartment of Civil Engineering, School of Engineering and Technology, K. R. Mangalam University, Haryana, Gurugram
Tipu R.K.
Suman
论文数: 0引用数: 0
h-index: 0
机构:
Department of Computer Science and Engineering, School of Engineering and Technology, K. R. Mangalam University, Haryana, GurugramDepartment of Civil Engineering, School of Engineering and Technology, K. R. Mangalam University, Haryana, Gurugram
Suman
Batra V.
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机构:
Department of Computer Science and Engineering, School of Engineering and Technology, K. R. Mangalam University, Haryana, GurugramDepartment of Civil Engineering, School of Engineering and Technology, K. R. Mangalam University, Haryana, Gurugram