Analisis Kuat Tekan Beton Dengan Penambahan Serat Rooving Pada Beton Non Pasir

This study aims to determine the effect of adding roving fiber on non-sand concrete to compressive strength and tensile strength. The test specimens used in this study, for each type of variable are 3 cylinders of compression test. The ratio of the volume of mortar is 1: 5 (cement: gravel) while the...

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Bibliographic Details
Main Authors: Aris Widodo, Muhammad Abdil Basith
Format: Article
Language:English
Published: Universitas Negeri Semarang 2017-07-01
Series:Jurnal Teknik Sipil dan Perencanaan
Subjects:
Online Access:https://journal.unnes.ac.id/nju/index.php/jtsp/article/view/12138
Description
Summary:This study aims to determine the effect of adding roving fiber on non-sand concrete to compressive strength and tensile strength. The test specimens used in this study, for each type of variable are 3 cylinders of compression test. The ratio of the volume of mortar is 1: 5 (cement: gravel) while the roving fiber used is 3 cm in length. the addition of roving fibers of each mixture of 0%, 2.5%, 5%, 7.5%, 10% were taken from the weight of the cement. From the results of the research it is found that the addition of roving fiber can increase the compressive strength of non-sand concrete. With the addition of compressive strength concrete roving with an aggregate ratio of 1: 5, it is optimal on the percentage of roving fiber addition of 5%.
ISSN:1411-1772
2503-1899