Correlations between compressive strength and tensile strength of concrete for two-layers pavement with exposed aggregate
Author(s): |
Małgorzata Konopska-Piechurska
Wioletta Jackiewicz-rek Paweł Łukowski |
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Medium: | journal article |
Language(s): | English |
Published in: | Budownictwo i Architektura, December 2014, n. 4, v. 13 |
Page(s): | 137-144 |
DOI: | 10.35784/bud-arch.1751 |
Abstract: |
In the paper the results of experiments on concrete pavement with exposed aggregate technology placed in two technological layers were presented. The following properties were measured: compressive strength, flexural strength by two methods: two-point loading and centre-point loading, tensile splitting strength of cubic and cylindrical samples. The study was performed for two type of concrete with a maximum aggregate size Dmax 8 mm (concrete applied to the upper layer of concrete pavement - GWB) and Dmax 22 mm (concrete used for the bottom layer - DWB). After the analysis of the tests, the correlations between compressive strength and tensile strength, measured by flexural strength and tensile splitting strength, were determined for the used two-layers concrete pavement with exposed aggregate depending on applied Dmax. |
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10475892 - Published on:
25/11/2020 - Last updated on:
25/11/2020