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STUDI KORELASI ANTARA RASIO ADMIXTURE SIKACIM CONCRETE TERHADAP KUAT TEKAN BETON BERDASARKAN UMUR BETON

TURNIP, MARSHALL OCTORIO SARAGIH and BATUBARA, ADVENTUS KRISANTO (2025) STUDI KORELASI ANTARA RASIO ADMIXTURE SIKACIM CONCRETE TERHADAP KUAT TEKAN BETON BERDASARKAN UMUR BETON. S1 thesis, UNIVERSITAS KATOLIK SOEGIJAPRANATA.

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Abstract

This study aims to analyze the correlation between the ratio of Sikacim Concrete admixture to the compressive strength of concrete based on the age of concrete. Concrete is an important construction material, and the use of admixtures can improve the quality and efficiency in the concrete hardening process. In this study, normal concrete and concrete using Sikacim Concrete ratio variations of 0.3%, 0.5%, and 0.7% were tested at 7,14, and 28 days to evalute the development of compressive strength. The result showed that the addition of Sikacim Concrete had a positive effect on the compressive strength of concrete. At the age of 28 days, concrete with 0.7% Sikacim Concrete ratio reached the highest compressive strength of 26.60 MPa, while normal concrete only reached 25.01 MPa. Regression analysis showed a significant relationship between admixture ratio and compressive strength of concrete, with a high R 2 value, indicating taht an increase in admixture ratio contributes to an increase in compressive strength. This study is expected to provide useful information for practitioners and researchers in the development of more efficient and quality concrete materials.

Item Type: Thesis (S1)
Subjects: 600 Technology (Applied sciences) > 620 Engineering > 624 Civil engineering
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: ms. Wiwien Vieragustin
Date Deposited: 11 Jul 2025 02:53
Last Modified: 11 Jul 2025 02:53
URI: http://repository.unika.ac.id/id/eprint/38004
Keywords: UNSPECIFIED

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