A Study to Correlate Uniaxial Compressive Strength and Schmidt Hammer Rebound Number for Selected Rocks of Pakistan
Keywords:
Uniaxial compressive strength, Schmidt hammer rebound number, correlation, t-test, confidence limitsAbstract
Selected rocks including Sandstones, Limestones, Siltstone, Dolomite and Marl from Salt Range area of Pakistan were subjected to a comprehensive testing program aimed at establishing possible correlations between uniaxial compressive strength (UCS) and Schmidt hammer rebound number (Rn). The study shows that two rock groups having distinct correlations between UCS and Rn exist. The rock groups identified in this study are different from the groups found in a companion study on the same rocks correlating UCS with Point Load Index by Akram and Abu Bakar (2007). The developed correlations were evaluated statistically and were found to be significant at the chosen level of significance.
Downloads
Published
2013-09-12
How to Cite
Abu Bakar, M. Z., Akram, M., Khan, M. S., & Khan, M. U. (2013). A Study to Correlate Uniaxial Compressive Strength and Schmidt Hammer Rebound Number for Selected Rocks of Pakistan. Journal of the Pakistan Institute of Chemical Engineers, 41(1), 49–58. Retrieved from http://piche.org.pk/journal/index.php/jpiche/article/view/108
Issue
Section
Articles
License
Authors who publish with this journal agree to the following terms:- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).