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dc.contributor.authorAsiri, Yassir
dc.date.accessioned2017-03-22T14:15:06Z
dc.date.available2017-03-22T14:15:06Z
dc.date.issued2017-03-22T14:15:06Z
dc.identifier.urihttp://hdl.handle.net/10222/72741
dc.description.abstractAn investigation of the statistical relationship between Leeb Hardness (“D” type) values (HLD) and unconfined compressive strength values (UCS) for different rock types was conducted. The Leeb hardness test (LHT) procedure was evaluated by investigating the sample size effect on HLD values and the optimum number of impacts that are required to get a reasonable measure of the hardness of the rock specimen. For improving the UCS- HLD correlation, the laboratory testing was carried out on rock specimens and combined with other literature values to develop a database with a total of 311 UCS and HLD results. Statistical analysis was carried out on the database. The predictions of the results of correlation analysis from the tests are presented. A reasonable correlation was found to exist between HLD and UCS. The findings from these evaluations will improve the UCS prediction and the LHT procedure.en_US
dc.language.isoenen_US
dc.subjectLeeb Hardnessen_US
dc.subjectUCSen_US
dc.subjectHardness
dc.titleStandardized Process for Filed Estimation of Unconfined Compressive Strength Using Leeb Hardnessen_US
dc.date.defence2017-02-28
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.degreeMaster of Applied Scienceen_US
dc.contributor.external-examinern/aen_US
dc.contributor.graduate-coordinatorHany El Naggaren_US
dc.contributor.thesis-readerCraig Lakeen_US
dc.contributor.thesis-readerDerek Kinakinen_US
dc.contributor.thesis-supervisorAndrew Corkumen_US
dc.contributor.thesis-supervisorHany El Naggaren_US
dc.contributor.ethics-approvalNot Applicableen_US
dc.contributor.manuscriptsNot Applicableen_US
dc.contributor.copyright-releaseNot Applicableen_US
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