Influence of cement grinding fineness on mortar properties

Used in the construction of buildings, bridges, castles, factories, hydroelectric plants and other structures, cement has been an essential element in the development of the modern world. It is used in these structures in various forms such as concrete and mortar. This study aims to evaluate the effect of cement fineness on mortar properties. The initial setting time of different sizes such as 90µm, 63µm 40µm, called A, B and C were 151, 133 and 115 respectively. During the production of mortars with these different sizes, it was shown that within two days of age, the compressive strength for A, B and C samples were 16.65, 19.45 and 23.1 MPa respectively. These values reached 50.25, 55.05 and 57.9 MPa after 28 days for the same samples. On the other hand, after two days, the flexural strength reached 3.25, 3.86 and 4.49 MPa for A, B and C respectively, while it was 6.98, 7.02 and 7.22 MPa.

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Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2024-11-30
DOI
https://doi.org/10.5281/zenodo.15119796
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
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article

Influence of cement grinding fineness on mortar properties

Zenodo (CERN European Organization for Nuclear Research)
Concrete and Cement Materials Research
article

Influence of cement grinding fineness on mortar properties

article en

Abstract

Used in the construction of buildings, bridges, castles, factories, hydroelectric plants and other structures, cement has been an essential element in the development of the modern world. It is used in these structures in various forms such as concrete and mortar. This study aims to evaluate the effect of cement fineness on mortar properties. The initial setting time of different sizes such as 90µm, 63µm 40µm, called A, B and C were 151, 133 and 115 respectively. During the production of mortars with these different sizes, it was shown that within two days of age, the compressive strength for A, B and C samples were 16.65, 19.45 and 23.1 MPa respectively. These values reached 50.25, 55.05 and 57.9 MPa after 28 days for the same samples. On the other hand, after two days, the flexural strength reached 3.25, 3.86 and 4.49 MPa for A, B and C respectively, while it was 6.98, 7.02 and 7.22 MPa.

Zenodo (CERN European Organization for Nuclear Research)
Badji Mokhtar-Annaba University (DZ), Université Joseph Ki-Zerbo (BF), Karadeniz Technical University (TR), Dokuz Eylül University (TR), Higher Institute of Mining, Industry and Geology (NE), Centre National de la Recherche Scientifique et Technologique (BF), Mali-Folkecenter (ML)
Sustainable cities and communities
Openalex Percentile: Top 59%
Concrete and Cement Materials Research
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