Investigation of intact rock geomechanical parameters' effects on commercial blocks' productivity within stone reserves: A case history of some quarries in Isfahan, Iran. (October 2017)

• Record Type: Journal Article
• Authors: Yarahmadi, Reza; Bagherpour, Raheb; Tabaei, Morteza; Sousa, Luis M.O.
• Is Part Of: Journal of African earth sciences. Volume 134(2017)
• Page Start: 383
• Page End: 388
• Publication Date: 2017-10
• Subjects: Dimension stone -- Commercial block productivity -- Failure angle -- Compressive strength -- Modulus of elasticity; Earth sciences -- Africa -- Periodicals; Earth sciences -- Middle East -- Periodicals; Geology -- Africa -- Periodicals; Geology -- Middle East -- Periodicals; Sciences de la terre -- Afrique -- Périodiques; Sciences de la terre -- Moyen-Orient -- Périodiques; Géologie -- Afrique -- Périodiques; Géologie -- Moyen-Orient -- Périodiques; Earth sciences; Geology; Africa; Middle East; Periodicals; Electronic journals; 556.05
• DOI: 10.1016/j.jafrearsci.2017.07.013
• Languages: English
• ISSNs: 1464-343X

Abstract

Abstract: One of the common methods to determine commercial blocks productivity (CBP) in reserves of dimension stone is through the study of the discontinuities' network. However, this determination remains a difficult task due to geographical heterogeneity and lack of access to all reserves' formations. This study presents a new method based on various geomechanical tests performed on intact rocks that assessed the CBP of a dimension stones' rock mass. Assuming that a dimension stone's rock mass comprised a large block of an intact rock, due to tectonics, the geomechanical properties of this block had direct effects on the discontinuities created within it. Therefore, the geomechanical properties of the intact rock may be related to the CBP of a stone reserve. Based on this factor, this study explored the relationship among some geomechanical properties, including failure angle, uniaxial compressive strength, and modulus of elasticity, and CBP by using data acquired from 21 dimension stone quarries consisting of travertine, marble, and onyx groups. According to the results obtained from the analysis of the Isfahan province's Iranian quarries, failure angle was not highly related to the reserve's CBP. In marble quarries, CBP may decrease, if the compressive strength of an intact rock exceeds 60 MPa. Among the studied parameters, the saturated-to-dry ratio's modulus of elasticity had the greatest relationship to the CBP. Generally, the presented diagrams displayed that the correlation between geomechanical properties and the CBP were an appropriate guide in determining the potential cost-effectiveness of a accessing a particular rock reserve during the early exploration phase. Highlights: The geomechanical properties of the intact rock are related to the CBP of reserves. In the quarries studied failure angle is not highly related to reserve CBP. Compressive strength does not show a good relation with the CBP of the quarries. Saturated-to-dry elasticity modulus has the greatest relationship with the CBP. The results can be used in predicting the potential cost-effectiveness of a rock reserve.