You are being redirected because this document is part of your ASTM Compass® subscription.
    This document is part of your ASTM Compass® subscription.


    The Use of the Point Load Index in Weak Carbonate Rocks

    Published: 0

      Format Pages Price  
    PDF (116K) 9 $25   ADD TO CART
    Complete Source PDF (8.4M) 555 $76   ADD TO CART


    There has been increasing use of the point load index as a measure of rock strength since its introduction in 1972. The test results have been correlated to in the uniaxial compressive strength σf of the rock. The correlations between the rates of point load index Is and the uniaxial strength σf for conventional strong rocks are σf/Is = 16 to 24. The small size of the equipment and the simplicity of the test have led to its use on site on many offshore projects.

    Recent experience with weak porous carbonate rocks from offshore areas of the Middle East have proven that the relationship for these materials is much closer to σf/Is = 3.7 with actual field correlations varying from 2.7 to 8.8. Moreover, statistical studies of a large number of point load test data show that this test is poorly suited to weak carbonate rocks.


    rocks, marine geology, limestones, carbonate rocks, uniaxial compressive strength, point load index tests

    Author Information:

    Abbs, AF
    Senior engineer, Dames and Moore, London, SWIA

    Committee/Subcommittee: D18.12

    DOI: 10.1520/STP36349S