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.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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.
Transcribed Image Text: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.
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