Due to its ease of use and other advantages, the point load test has been reported in the literature as an indirect means of measuring the uniaxial compressive strength (UCS) of rocks. Crystalline rocks, including quartzite, gneiss, granites and charnockite from the Precambrian basement complex of Ado-Ekiti, Nigeria were evaluated to assess the relationship between the UCS and point load strength. A regression analysis was carried out for all the rock types and for different types separately. Strong linear relationships were obtained in all cases, although the coefficient of correlation increased when the rock types were considered separately. This study has shown that the effect of different rock lithology must be taken into consideration when deriving the relationship between these two parameters.
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December 2021
Research Article|
March 15 2019
Using index tests to predict the compressive strength of crystalline rocks Available to Purchase
Lekan Olatayo Afolagboye, PhD
Lekan Olatayo Afolagboye, PhD
Lecturer, Department of Geology, Ekiti State University, Ado-Ekiti, Nigeria (afotayour@hotmail.co.uk)
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Publisher: Emerald Publishing
Received:
July 23 2018
Accepted:
January 16 2019
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2019
Proceedings of the Institution of Civil Engineers - Construction Materials (2021) 174 (6): 289–297.
Article history
Received:
July 23 2018
Accepted:
January 16 2019
Citation
Afolagboye LO (2021), "Using index tests to predict the compressive strength of crystalline rocks". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 174 No. 6 pp. 289–297, doi: https://doi.org/10.1680/jcoma.18.00061
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