A point load test was carried out on a 70-mm cross-section cylindrical sandstone core. The sample withstood a load of 14.7 kN. The following table lists correlations between the corrected point load index and the uniaxial compressive strength for some types of rocks. UCS, correlation factor (qu) Rock Type 23.51 23.31 21.91 14.41 Amphibolite Gabbro Sandstone Shale Calculate the (a) uncorrected and (b) corrected uniaxial compressive strength of the rock sample.
A point load test was carried out on a 70-mm cross-section cylindrical sandstone core. The sample withstood a load of 14.7 kN. The following table lists correlations between the corrected point load index and the uniaxial compressive strength for some types of rocks. UCS, correlation factor (qu) Rock Type 23.51 23.31 21.91 14.41 Amphibolite Gabbro Sandstone Shale Calculate the (a) uncorrected and (b) corrected uniaxial compressive strength of the rock sample.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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