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Home > Vol 3, No 1 (2013) > Aulia

PENGARUH VARIASI PENAMBAHAN AIR DAN SEMEN PADA SUATU PERENCANAAN CAMPURAN (MIX DESIGN) TERHADAP SUSUT BETON DAN KUAT TARIK BELAH BETON (SUATU PENELITIAN BETON DENGAN FAS 0,3, 0,4 DAN 0,5)

Teuku Budi Aulia, Muhammad Ali Akoeb

Abstract

Note that the addition of cement in mixing concrete will increase the strength of concrete when water is added only if the concrete strength will be decreased but increased workabilitas concrete . This study aims to determine the effect of the addition of water and cement for concrete and tensile strength dropped concrete sides . Test substance used for testing concrete and tensile strength decreased Shopping concrete cylinder diameter is 15 cm; 30 cm high by 72 . Cement Water Factor (FAS ) used are 0.3 , 0.4 and 0.5 . In this research is the addition of water and cement 0 % , 10 % , 20 % and 30 % respectively for the FAS. Where for every percentage increase in water and cement made 6 test objects . Testing is done in the space fell sheltered by looking at the results of curtailment reading on the dial gauge test objects . Shop tensile strength testing done at 28 days , with an increase of 1 ton each . Stretching things a test read tranducer tool mounted on the frame gauge connected to a data logger tool . The results showed that the decreased stretch of concrete increases with the increase in the percentage of water and cement penambahaan done , while for increased tensile strength of the concrete sides of the optimum place on the addition of water and cement by 20 % for each of his FAS . The analysis of variance showed that there was significant influence between the percent increase in water and cement to the sides of the concrete tensile strength .

 Keywords

Addition of water and cement; FAS; Shrinkage of concrete; split tensile strength of concrete

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Jurnal Teknik Sipil dengan E-ISSN: 2502-5295 yang diterbitkan oleh Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala ditetapkan sebagai Jurnal Ilmiah "TERAKREDITASI PERINGKAT 3" pada Desember 2022.
Masa akreditasi tersebut berlaku mulai dari Volume 10 Nomor 2 Tahun 2021 sampai dengan Volume 15 Nomor 1 Tahun 2026 yang akan diterbitkan pada Mei 2026.

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Indexed In

 

Logo USK
Department of Civil Engineering, Faculty of Engineering, Universitas Syiah Kuala
Jl. Tgk. Syech Abdul Rauf No.7, Kopelma Darussalam, Kec. Syiah Kuala, Kota Banda Aceh, Aceh 23111
p-ISSN: 2088-9321 e-ISSN: 2502-5295
Email: jurnaltekniksipil@usk.ac.id
 
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