Modulus of Elasticity of Concretes from Polish and Ukrainian Crushed Aggregates from Igneous Rocks

Waldemar Budzyński


Department of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0003-1469-6224

Jacek Góra


Department of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0001-6054-7882

Wojciech Piasta


Department of Concrete Technology and Prefabrication; Faculty of Civil Engineering and Architecture; Kielce University of Technology (Poland)
https://orcid.org/0000-0002-0248-0154

Tadeusz Turkiewicz


Institute of Technical Science and Aviation; State School of Higher Education in Chelm (Poland)

Abstract

Test results concern modulus of elasticity and compressive strength of ordinary concretes made of various coarse aggregates from igneous rocks. Test results of some properties of these aggregates (3 crushed granites, 3 basalts, granodiorite, natural gravel) are also considered. The variable factor of the studies is the type of coarse aggregate. According to the analyses of regression and correlation there occurs a significant effect of the aggregate grinding ratio on the modulus of elasticity of concretes contrary to insignificant effect of the compressive strength. The modulus of elasticity of 4 concretes from Polish and Ukrainian granites and basalt aggregates is lower than respective standard values of the modulus.


Keywords:

concrete, modulus of elasticity, coarse aggregate, granite, basalt, granodiorite

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Published
2014-06-11

Cited by

Budzyński, W. (2014) “Modulus of Elasticity of Concretes from Polish and Ukrainian Crushed Aggregates from Igneous Rocks”, Budownictwo i Architektura, 13(2), pp. 065–072. doi: 10.35784/bud-arch.1879.

Authors

Waldemar Budzyński 

Department of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0003-1469-6224

Authors

Jacek Góra 

Department of Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0001-6054-7882

Authors

Wojciech Piasta 

Department of Concrete Technology and Prefabrication; Faculty of Civil Engineering and Architecture; Kielce University of Technology Poland
https://orcid.org/0000-0002-0248-0154

Authors

Tadeusz Turkiewicz 

Institute of Technical Science and Aviation; State School of Higher Education in Chelm Poland

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