Relationship of Different Properties from Non-Destructive Testing of Heavy Concrete from Magnetite and Serpentinite
Radiation-shielding concrete has been analyzed by several methods of destructive and non-destructive testing (NDT). Concretes made of crushed basalt, magnetite, serpentinite, and two different types of cement (Portland cement CEM I and slag cement CEM III/A) were studied. In this study, we analyzed...
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author | Petr Lehner Jacek Gołaszewski |
author_facet | Petr Lehner Jacek Gołaszewski |
author_sort | Petr Lehner |
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description | Radiation-shielding concrete has been analyzed by several methods of destructive and non-destructive testing (NDT). Concretes made of crushed basalt, magnetite, serpentinite, and two different types of cement (Portland cement CEM I and slag cement CEM III/A) were studied. In this study, we analyzed concrete columns with a height of 1200 mm and a cross-section of 200 × 200 mm<sup>2</sup>. The top and bottom of the column were analyzed using data from compressive strength, dynamic modulus of elasticity, water penetration, and diffusion coefficients derived from the electrical resistivity test. This article presents the properties of fresh concrete and concrete after two years of setting. It was determined how the different ratios of basalt, magnetite, and serpentinite affect the individual measured parameters. Furthermore, correlation relations between individual resulting values were analyzed. It was observed that compressive strength generally does not correlate with other results. The diffusion coefficient correlated well with density and water penetration. Little or no correlation was observed in the diffusion coefficient with compressive strength and modulus of elasticity. The results of the study make it possible to refine the testing of heavy concretes in terms of electrical resistivity, and point to the possible use of NDT methods. The results also show which composition of heavy concrete is better in terms of effective diffusivity. |
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issn | 1996-1944 |
language | English |
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spelling | doaj.art-b814c85bf9bb41f5af3102325754d1782023-11-22T05:54:30ZengMDPI AGMaterials1996-19442021-07-011415428810.3390/ma14154288Relationship of Different Properties from Non-Destructive Testing of Heavy Concrete from Magnetite and SerpentinitePetr Lehner0Jacek Gołaszewski1Department of Structural Mechanics, Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava-Poruba, Czech RepublicDepartment of Building Processes and Building Physics, Faculty of Civil Engineering, Silesian University of Technology, Akademicka Street 5, 44-100 Gliwice, PolandRadiation-shielding concrete has been analyzed by several methods of destructive and non-destructive testing (NDT). Concretes made of crushed basalt, magnetite, serpentinite, and two different types of cement (Portland cement CEM I and slag cement CEM III/A) were studied. In this study, we analyzed concrete columns with a height of 1200 mm and a cross-section of 200 × 200 mm<sup>2</sup>. The top and bottom of the column were analyzed using data from compressive strength, dynamic modulus of elasticity, water penetration, and diffusion coefficients derived from the electrical resistivity test. This article presents the properties of fresh concrete and concrete after two years of setting. It was determined how the different ratios of basalt, magnetite, and serpentinite affect the individual measured parameters. Furthermore, correlation relations between individual resulting values were analyzed. It was observed that compressive strength generally does not correlate with other results. The diffusion coefficient correlated well with density and water penetration. Little or no correlation was observed in the diffusion coefficient with compressive strength and modulus of elasticity. The results of the study make it possible to refine the testing of heavy concretes in terms of electrical resistivity, and point to the possible use of NDT methods. The results also show which composition of heavy concrete is better in terms of effective diffusivity.https://www.mdpi.com/1996-1944/14/15/4288magnetite aggregatePortland cementradiation-shielding concreteself-compacting concreteserpentine aggregateslag cement |
spellingShingle | Petr Lehner Jacek Gołaszewski Relationship of Different Properties from Non-Destructive Testing of Heavy Concrete from Magnetite and Serpentinite Materials magnetite aggregate Portland cement radiation-shielding concrete self-compacting concrete serpentine aggregate slag cement |
title | Relationship of Different Properties from Non-Destructive Testing of Heavy Concrete from Magnetite and Serpentinite |
title_full | Relationship of Different Properties from Non-Destructive Testing of Heavy Concrete from Magnetite and Serpentinite |
title_fullStr | Relationship of Different Properties from Non-Destructive Testing of Heavy Concrete from Magnetite and Serpentinite |
title_full_unstemmed | Relationship of Different Properties from Non-Destructive Testing of Heavy Concrete from Magnetite and Serpentinite |
title_short | Relationship of Different Properties from Non-Destructive Testing of Heavy Concrete from Magnetite and Serpentinite |
title_sort | relationship of different properties from non destructive testing of heavy concrete from magnetite and serpentinite |
topic | magnetite aggregate Portland cement radiation-shielding concrete self-compacting concrete serpentine aggregate slag cement |
url | https://www.mdpi.com/1996-1944/14/15/4288 |
work_keys_str_mv | AT petrlehner relationshipofdifferentpropertiesfromnondestructivetestingofheavyconcretefrommagnetiteandserpentinite AT jacekgołaszewski relationshipofdifferentpropertiesfromnondestructivetestingofheavyconcretefrommagnetiteandserpentinite |