Comparative Analysis of the Strength Distribution for Irregular Particles of Carbonates, Shale, and Sandstone Ore

The article presents the results of investigations on three lithological types of Polish copper ore: sandstone ore, carbonate ore, and shale ore. According to X-ray diffraction analysis, sandstone samples can be classified as sandstone with dolomite binder and partly clay binder; shale—as dolomitic...

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Main Authors: Alona Nad, Daniel Saramak
Format: Article
Language:English
Published: MDPI AG 2018-01-01
Series:Minerals
Subjects:
Online Access:http://www.mdpi.com/2075-163X/8/2/37
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spelling doaj-cd82defd8b604644859433c0066a52052020-11-24T21:49:59ZengMDPI AGMinerals2075-163X2018-01-01823710.3390/min8020037min8020037Comparative Analysis of the Strength Distribution for Irregular Particles of Carbonates, Shale, and Sandstone OreAlona Nad0Daniel Saramak1Department of Environmental Engineering and Mineral Processing, Faculty of Mining and Geoengineering, AGH University of Science and Technology, 30-059 Cracow, PolandDepartment of Environmental Engineering and Mineral Processing, Faculty of Mining and Geoengineering, AGH University of Science and Technology, 30-059 Cracow, PolandThe article presents the results of investigations on three lithological types of Polish copper ore: sandstone ore, carbonate ore, and shale ore. According to X-ray diffraction analysis, sandstone samples can be classified as sandstone with dolomite binder and partly clay binder; shale—as dolomitic slate with a high proportion of clay with elevated organic matter content; while dolomite has a high organic content. Five particle-sized fractions (16–18 mm, 18–20 mm, 20–25 mm, 25–31.5 mm, and 31.5–45 mm) of each lithological type were prepared. A single-axis slow-compression test was performed on single particles to determine the value of the crushing force. The Weibull distribution was used to approximate the strength distribution models and cumulative strength distribution functions for each of the materials. The residual deviation and non-linear correlation coefficient were calculated in order to assess the fitting of the model function to empirical data. In addition, the impact of particle size on the strength of the raw material was separately investigated for the hard (dolomite and shale) and soft brittle material (sandstone).http://www.mdpi.com/2075-163X/8/2/37strength distributiondolomiteshalesandstoneWeibull modulus
collection DOAJ
language English
format Article
sources DOAJ
author Alona Nad
Daniel Saramak
spellingShingle Alona Nad
Daniel Saramak
Comparative Analysis of the Strength Distribution for Irregular Particles of Carbonates, Shale, and Sandstone Ore
Minerals
strength distribution
dolomite
shale
sandstone
Weibull modulus
author_facet Alona Nad
Daniel Saramak
author_sort Alona Nad
title Comparative Analysis of the Strength Distribution for Irregular Particles of Carbonates, Shale, and Sandstone Ore
title_short Comparative Analysis of the Strength Distribution for Irregular Particles of Carbonates, Shale, and Sandstone Ore
title_full Comparative Analysis of the Strength Distribution for Irregular Particles of Carbonates, Shale, and Sandstone Ore
title_fullStr Comparative Analysis of the Strength Distribution for Irregular Particles of Carbonates, Shale, and Sandstone Ore
title_full_unstemmed Comparative Analysis of the Strength Distribution for Irregular Particles of Carbonates, Shale, and Sandstone Ore
title_sort comparative analysis of the strength distribution for irregular particles of carbonates, shale, and sandstone ore
publisher MDPI AG
series Minerals
issn 2075-163X
publishDate 2018-01-01
description The article presents the results of investigations on three lithological types of Polish copper ore: sandstone ore, carbonate ore, and shale ore. According to X-ray diffraction analysis, sandstone samples can be classified as sandstone with dolomite binder and partly clay binder; shale—as dolomitic slate with a high proportion of clay with elevated organic matter content; while dolomite has a high organic content. Five particle-sized fractions (16–18 mm, 18–20 mm, 20–25 mm, 25–31.5 mm, and 31.5–45 mm) of each lithological type were prepared. A single-axis slow-compression test was performed on single particles to determine the value of the crushing force. The Weibull distribution was used to approximate the strength distribution models and cumulative strength distribution functions for each of the materials. The residual deviation and non-linear correlation coefficient were calculated in order to assess the fitting of the model function to empirical data. In addition, the impact of particle size on the strength of the raw material was separately investigated for the hard (dolomite and shale) and soft brittle material (sandstone).
topic strength distribution
dolomite
shale
sandstone
Weibull modulus
url http://www.mdpi.com/2075-163X/8/2/37
work_keys_str_mv AT alonanad comparativeanalysisofthestrengthdistributionforirregularparticlesofcarbonatesshaleandsandstoneore
AT danielsaramak comparativeanalysisofthestrengthdistributionforirregularparticlesofcarbonatesshaleandsandstoneore
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