The Influence of Coconut Fiber on the Compressive and Flexural Strength of Paving Blocks

The aim of this study is to determine the influence of coconut coir fiber on the compressive and flexural strength of paving blocks. The research was carried out using paving blocks with dimensions of 20cm×10cm×6cm, mixed with coir fiber by 0%, 0.1%, 0.2%, and 0.3% by weight. The results showed that...

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Main Authors: R. Mudiyono, S. Sudarno
Format: Article
Language:English
Published: D. G. Pylarinos 2019-10-01
Series:Engineering, Technology & Applied Science Research
Subjects:
Online Access:https://etasr.com/index.php/ETASR/article/view/3008
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spelling doaj-a5012169060942cc8114f5d1fc1001ea2020-12-02T13:57:33ZengD. G. PylarinosEngineering, Technology & Applied Science Research2241-44871792-80362019-10-0195866The Influence of Coconut Fiber on the Compressive and Flexural Strength of Paving BlocksR. Mudiyono0S. Sudarno1Department of Civil Engineering, Universitas Islam Sultan Agung, IndonesiaDepartment of Civil Engineering, Universitas Tidar, IndonesiaThe aim of this study is to determine the influence of coconut coir fiber on the compressive and flexural strength of paving blocks. The research was carried out using paving blocks with dimensions of 20cm×10cm×6cm, mixed with coir fiber by 0%, 0.1%, 0.2%, and 0.3% by weight. The results showed that no addition of coconut coir fiber resulted in compressive strength of 24.49Mpa, while the addition of 0.1% coconut coir fiber resulted in compressive strength of 25.39Mpa after 7 days. A mixture with no coconut coir fiber resulted in flexural strength of 31.5Mpa while the addition of 0.1% coconut coir fiber gave a flexural strength of 33Mpa in the age of 14 days. The conclusion of this study is that the addition of 0.1% coconut coir fiber in a paving block mixture can increase its compressive and flexural strength. https://etasr.com/index.php/ETASR/article/view/3008coconut coir fiberpaving blockcompressive strengthflexural strength
collection DOAJ
language English
format Article
sources DOAJ
author R. Mudiyono
S. Sudarno
spellingShingle R. Mudiyono
S. Sudarno
The Influence of Coconut Fiber on the Compressive and Flexural Strength of Paving Blocks
Engineering, Technology & Applied Science Research
coconut coir fiber
paving block
compressive strength
flexural strength
author_facet R. Mudiyono
S. Sudarno
author_sort R. Mudiyono
title The Influence of Coconut Fiber on the Compressive and Flexural Strength of Paving Blocks
title_short The Influence of Coconut Fiber on the Compressive and Flexural Strength of Paving Blocks
title_full The Influence of Coconut Fiber on the Compressive and Flexural Strength of Paving Blocks
title_fullStr The Influence of Coconut Fiber on the Compressive and Flexural Strength of Paving Blocks
title_full_unstemmed The Influence of Coconut Fiber on the Compressive and Flexural Strength of Paving Blocks
title_sort influence of coconut fiber on the compressive and flexural strength of paving blocks
publisher D. G. Pylarinos
series Engineering, Technology & Applied Science Research
issn 2241-4487
1792-8036
publishDate 2019-10-01
description The aim of this study is to determine the influence of coconut coir fiber on the compressive and flexural strength of paving blocks. The research was carried out using paving blocks with dimensions of 20cm×10cm×6cm, mixed with coir fiber by 0%, 0.1%, 0.2%, and 0.3% by weight. The results showed that no addition of coconut coir fiber resulted in compressive strength of 24.49Mpa, while the addition of 0.1% coconut coir fiber resulted in compressive strength of 25.39Mpa after 7 days. A mixture with no coconut coir fiber resulted in flexural strength of 31.5Mpa while the addition of 0.1% coconut coir fiber gave a flexural strength of 33Mpa in the age of 14 days. The conclusion of this study is that the addition of 0.1% coconut coir fiber in a paving block mixture can increase its compressive and flexural strength.
topic coconut coir fiber
paving block
compressive strength
flexural strength
url https://etasr.com/index.php/ETASR/article/view/3008
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