Correlation Between Point Load Index and Uniaxial Compressive Strength for Different Rock Types

Correlation Between Point Load Index and Uniaxial Compressive Strength for Different Rock Types

This study on various rock types of different geological origin provides some very useful information related to prediction of UCS using PLI to provide quick results. PLI measurement is a simple, time-saving, and quite effective testing method to determine the UCS of rocks.

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Veröffentlicht in:Rock mechanics and rock engineering 2012-03, Vol.45 (2), p.259-264
Hauptverfasser: Singh, T. N., Kainthola, Ashutosh, Venkatesh A
Format: Artikel
Sprache:eng
Schlagworte:
Applied sciences
Buildings. Public works
Civil Engineering
Earth and Environmental Science
Earth Sciences
Exact sciences and technology
Geophysics/Geodesy
Geotechnics
Load
Mechanical properties
Rocks
Soil mechanics. Rocks mechanics
Technical Note
Test methods
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Zusammenfassung:This study on various rock types of different geological origin provides some very useful information related to prediction of UCS using PLI to provide quick results. PLI measurement is a simple, time-saving, and quite effective testing method to determine the UCS of rocks.
ISSN:0723-2632
1434-453X
DOI:10.1007/s00603-011-0192-z