It is important to note that although the majority of experiments in the literature have reported a good correlation between the UCS and PLT and ITS the conversion factor is variable For example the PLT to UCS conversion factor can vary from as low as 8 [ 17 ] to as high as 30 while the ITS to UCS conversion factor values vary between and 50 [ 43 44 ]
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Get PriceThe ranges of strength for main rocks 13 The proposed values for the conversion factor K relating the uniaxial 18 compressive strength UCS to the point load index strength Is50 reported by various authors Dimension of the limestone and granite samples for uniaxial 25 compressive test UCT Dimension of the limestone and granite for point load
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Get Priceand it is necessary to apply a size correction factor F = D e / 50 α with α = This paper is based on limestone from Comunidad Valenciana Spain because it represents a very high percentage of their rocks The implementation has been conducted over 700 field and laboratory tests of which 255 are PLT test 45 are UCS test
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Get PriceThe strength conversion factor k is the ratio between the uniaxial compressive strength UCS and the point load index PLI It has been used to estimate the UCS from the PLI since the 1960s Many researchers have investigated the relationship between UCS and PLI for various rock types of different geological origins such as igneous sedimentary and metamorphic rocks In this study the k
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Get PriceThe Is 50 value is known to correlate well with UCS Various studies have come out with correlation between UCS and Is 50 It is found that the index to strength conversion factors are rock dependent This study presents the correlation between UCS and Is 50 of granite rock samples originating from a site located at Seremban Negeri
Get PriceA correlation factor k between uniaxial compression strength and point load test of about 6 has been proposed for rock of very low strength of 2 MPa 75 or less This study confirms that the UCS estimation equations are rock dependent But as the ratio of mean UCS/mean PLT increases factor increased linearly as the k the
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Get Price35000 UNIAXIAL COMPRESSIVE STRENGTH UCS psi 30000 25000 20000 15000 10000 5000 0 0 500 1000 POINT LOAD INDEX Is 50 psi 1500 Figure 6e Regression between uniaxial compressive strength and point load index Limestone he conversion factors K determined in this study fall in the middle of the range of the studies reported in table 1
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Get Pricethe compressive strength of granite depth = 1377 2024 m taken from gpk 1 see fig 1 for location was found to range between 120 and 485 mpa at a confining pressure of 40 mpa rummel 1992 and uniaxial compressive strength ucs values between 100 and 130 mpa are reported for unaltered granite from soultz sous forêts in an unpublished report …
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