Estimation of rock engineering properties using hardness tests |
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Authors: | Faisal I Shalabi Edward J Cording Omar H Al-Hattamleh |
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Institution: | aDepartment of Civil Engineering, Hashemite University, 13115 Zarqa, Jordan bDepartment of Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois 61801, USA |
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Abstract: | In engineering projects such as tunnels, dams, foundations, and slope stability, the strength and elastic properties of the intact rock affect both the project design and the construction operation. It is sometimes expensive and time consuming to perform direct tests to evaluate the engineering properties (such as strength, modulus of elasticity, and Poisson's ratio) of the intact rock. The purpose of this work is to investigate the relationships between the engineering properties of the intact rock and the different types of hardness (Schmidt, shore scleroscope, abrasion, and total hardness), which are relatively cheap and easy to evaluate. In this study, dolomite, dolomitic limestone, and shale rocks were used. For simplicity, linear statistical analyses were performed. The results show that there are good relationships between the engineering properties of the intact rock and its hardness. Also, the results of this study are compared well with the results obtained by other investigators conducted on different types of rocks. |
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Keywords: | Abrasion Elasticity Poisson's ratio Schmidt hardness Shore hardness Strength Statistical relationships |
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