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Rock Mechanics and Rock Engineering, 2020
The point load strength index is a widely used index in rock engineering, and cylindrical core and irregular shaped specimens are used in its determination. But, in mine sites, the borehole cores are cut axially into two equal parts to obtain half-cut cores and one part of these half cores is sent to laboratory for geochemical analyses.
Merve Şahin +2 more
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The point load strength index is a widely used index in rock engineering, and cylindrical core and irregular shaped specimens are used in its determination. But, in mine sites, the borehole cores are cut axially into two equal parts to obtain half-cut cores and one part of these half cores is sent to laboratory for geochemical analyses.
Merve Şahin +2 more
openaire +3 more sources
Tunnelling and Underground Space Technology, 2017
Abstract The Uniaxial Compressive Strength (UCS) of rock cores is a key parameter for design analysis of rock engineering projects such as rock tunnels and piles in rockets. Diametral and axial point load tests on cylinder cores have been used to obtain Point Load Strength Index (PLSI). This PLSI is correlated to UCS.
Jian-Hua Yin +4 more
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Abstract The Uniaxial Compressive Strength (UCS) of rock cores is a key parameter for design analysis of rock engineering projects such as rock tunnels and piles in rockets. Diametral and axial point load tests on cylinder cores have been used to obtain Point Load Strength Index (PLSI). This PLSI is correlated to UCS.
Jian-Hua Yin +4 more
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Point-load strength: An index for classification of rock material
Bulletin of the International Association of Engineering Geology, 1991Point-load strength (Is) as a measure for the determination of rock strength and for estimating uniaxial (unconfined) compressive strength (UCS) are described and both put together and used for rock strength classification of brittle and hard rocks. The estimated point-load strength values of specimens of varying sizes and also the values corrected to ...
D. K. Ghosh, M. Srivastava
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Uniaxial compressive strength and point load index of volcanic irregular lumps
International Journal of Rock Mechanics and Mining Sciences, 2017Robina H.C. Wong +4 more
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International Journal of Rock Mechanics and Mining Sciences, 2012
M. Kohno, H. Maeda
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M. Kohno, H. Maeda
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Correlation between point load index and compressive strength for quartzite rocks
Geotechnical and Geological Engineering, 1993The relationship of the point load test with uniaxial compressive strength was examined using quartzite rocks to substantiate the existing correlations.
V. K. Singh, D. P. Singh
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59th U.S. Rock Mechanics/Geomechanics Symposium
ABSTRACT: In rock engineering practice, Geological Strength Index (GSI) is a well-accepted method for rock mass classification with cross cutting applications. For instance, during blast design and support prediction in tunneling, stope and foundation planning and development.
T.M. Ozoji +6 more
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ABSTRACT: In rock engineering practice, Geological Strength Index (GSI) is a well-accepted method for rock mass classification with cross cutting applications. For instance, during blast design and support prediction in tunneling, stope and foundation planning and development.
T.M. Ozoji +6 more
openaire +1 more source
Bulletin of Engineering Geology and the Environment, 2015
The 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 ...
Ayberk Kaya, Kadir Karaman
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The 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 ...
Ayberk Kaya, Kadir Karaman
openaire +1 more source

