Kajian Eksperimen Kuat Tekan Beton Ringan Menggunakan Agregat Bambu dan Bahan Tambah Beton

The use bamboo as a substitute aggregate is an effort to reduce the density and static load of structural elements. This reseach focuses on the problem related to the specific gravity and compressive strength of the use of bamboo as a lightweight concrete aggregate. Specimens were produced using add...

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Bibliographic Details
Main Authors: Muhammad Riang Endarto, Muhammad Heri Zulfiar
Format: Article
Language:English
Published: Universitas Muhammadiyah Yogyakarta 2016-03-01
Series:Semesta Teknika
Subjects:
Online Access:https://journal.umy.ac.id/index.php/st/article/view/721
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author Muhammad Riang Endarto
Muhammad Heri Zulfiar
author_facet Muhammad Riang Endarto
Muhammad Heri Zulfiar
author_sort Muhammad Riang Endarto
collection DOAJ
description The use bamboo as a substitute aggregate is an effort to reduce the density and static load of structural elements. This reseach focuses on the problem related to the specific gravity and compressive strength of the use of bamboo as a lightweight concrete aggregate. Specimens were produced using additive and 10 mm maximum grain size of bamboo agregate as a substitute for split aggregate, in a lightweight concrete composite systems. Variation of bamboo content as a substitute aggregate were selected being 0% (normal), 20%, 40%, 60%, 80% and 100% by weight of split aggregate. The samples are in the form of cylinder (of 15 cm diameter and 30 cm height), while the compression testing were performed after 14 days of treatment. The results showed that the lightweight concrete containing 80% of bamboo aggregate possessing compressive strength 5,86 MPa, which is below the minimum standard of ACI of 17,2 MPa.
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spelling doaj.art-0c9249e453cd4c3a9ee5ce67d2f0cbf72022-12-21T18:41:49ZengUniversitas Muhammadiyah YogyakartaSemesta Teknika1411-061X2502-54812016-03-011311220624Kajian Eksperimen Kuat Tekan Beton Ringan Menggunakan Agregat Bambu dan Bahan Tambah BetonMuhammad Riang Endarto0Muhammad Heri Zulfiar1Universitas Muhammadiyah YogyakartaUniversitas Muhammadiyah YogyakartaThe use bamboo as a substitute aggregate is an effort to reduce the density and static load of structural elements. This reseach focuses on the problem related to the specific gravity and compressive strength of the use of bamboo as a lightweight concrete aggregate. Specimens were produced using additive and 10 mm maximum grain size of bamboo agregate as a substitute for split aggregate, in a lightweight concrete composite systems. Variation of bamboo content as a substitute aggregate were selected being 0% (normal), 20%, 40%, 60%, 80% and 100% by weight of split aggregate. The samples are in the form of cylinder (of 15 cm diameter and 30 cm height), while the compression testing were performed after 14 days of treatment. The results showed that the lightweight concrete containing 80% of bamboo aggregate possessing compressive strength 5,86 MPa, which is below the minimum standard of ACI of 17,2 MPa.https://journal.umy.ac.id/index.php/st/article/view/721lightweight concrete, bamboo aggregate, compressive strength
spellingShingle Muhammad Riang Endarto
Muhammad Heri Zulfiar
Kajian Eksperimen Kuat Tekan Beton Ringan Menggunakan Agregat Bambu dan Bahan Tambah Beton
Semesta Teknika
lightweight concrete, bamboo aggregate, compressive strength
title Kajian Eksperimen Kuat Tekan Beton Ringan Menggunakan Agregat Bambu dan Bahan Tambah Beton
title_full Kajian Eksperimen Kuat Tekan Beton Ringan Menggunakan Agregat Bambu dan Bahan Tambah Beton
title_fullStr Kajian Eksperimen Kuat Tekan Beton Ringan Menggunakan Agregat Bambu dan Bahan Tambah Beton
title_full_unstemmed Kajian Eksperimen Kuat Tekan Beton Ringan Menggunakan Agregat Bambu dan Bahan Tambah Beton
title_short Kajian Eksperimen Kuat Tekan Beton Ringan Menggunakan Agregat Bambu dan Bahan Tambah Beton
title_sort kajian eksperimen kuat tekan beton ringan menggunakan agregat bambu dan bahan tambah beton
topic lightweight concrete, bamboo aggregate, compressive strength
url https://journal.umy.ac.id/index.php/st/article/view/721
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