Nurhatimah, Hasan and Mustakim, Mustakim and Imam, Fadly (2024) Analisis Pengaruh Pasir Pantai Wahede Kabupaten Barru Terhadap Kuat Tekan Dan Tarik Belah Beton. Sultra Civil Engineering Journal, 5 (2). pp. 330-340. ISSN 2716-1714
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Abstract
Barru Regency is a coastal area with abundant potential for Wahede
beach sand, which can be used to make economical concrete. This
research aims to determine the compressive and tensile strength
values of concrete as well as the optimal percentage of the beach
sand mixture. The research was carried out at the Structure and
Materials Laboratory of the Muhammadiyah University of Parepare,
with a planned compressive strength of 20 MPa.The results of
research on normal concrete compressive strength at 7 days were
12.27 MPa, 14 days 13.97 MPa, and 28 days 20.29 MPa. Variation:
25%; compressive strength: 7 days 13.58 MPa, 14 days 15.85 MPa,
and 28 days 21.89 MPa. Variation 50%, compressive strength 7 days
14.34 MPa, 14 days 18.68 MPa, and 28 days 22.08 MPa. 100%
variation, compressive strength: 7 days 14.72 MPa, 14 days 19.34
MPa, and 28 days 25.48 MPa. The split tensile strength of concrete
decreases with an increasing percentage of beach sand: normal 28day
concrete 7,852 MPa, 25% variation 6,222 MPa, 50% variation
6,963 MPa, and 100% variation 8,000 MPa
Item Type: | Article |
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Uncontrolled Keywords: | Compressive Strength, Split Tensile Strength, Wahede Beach Sand |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Fakultas Teknik > Teknik Sipil |
Depositing User: | imam fadly |
Date Deposited: | 02 Jun 2025 03:55 |
Last Modified: | 02 Jun 2025 03:55 |
URI: | https://repository.umpar.ac.id/id/eprint/2127 |