The Use of Fly Ash as Additive Material to High Strength Concrete

Abstract. The use of coal waste (Fly Ash) is currently being developed in building materials technology, as a high-strength concrete mix material. This study aims to determine the strength of concrete by adding fly ash as a substitute for cement in high-strength concrete mixtures. This research was...

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Main Authors: Endah Kanti Pangestuti, Sri Handayani, Mego Purnomo, Desi Christine Silitonga, M. Hilmy Fathoni
Format: Article
Language:English
Published: Universitas Negeri Semarang 2018-11-01
Series:Jurnal Teknik Sipil dan Perencanaan
Subjects:
Online Access:https://journal.unnes.ac.id/nju/index.php/jtsp/article/view/16274
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author Endah Kanti Pangestuti
Sri Handayani
Mego Purnomo
Desi Christine Silitonga
M. Hilmy Fathoni
author_facet Endah Kanti Pangestuti
Sri Handayani
Mego Purnomo
Desi Christine Silitonga
M. Hilmy Fathoni
author_sort Endah Kanti Pangestuti
collection DOAJ
description Abstract. The use of coal waste (Fly Ash) is currently being developed in building materials technology, as a high-strength concrete mix material. This study aims to determine the strength of concrete by adding fly ash as a substitute for cement in high-strength concrete mixtures. This research was conducted with an experimental method to obtain results and data that would confirm the variables studied. The total number of specimens used in this study were 36 pieces with different sizes of cube tests which were 15 cm x 15 cm x 15 cm. A total of 36 concrete samples were used to test the compressive strength of concrete with a percentage of Fly Ash in  0% (normal concrete), 20%, 25% and 30% with a concrete treatment age of 7 days, 21 days and 28 days. A total of 12 more samples were used to test water absorption in concrete at 28 days of maintenance. Each percentage percentage of Fly Ash uses 3 concrete test samples. The increase in compressive strength occurs at 7, 21 and 28 days in concrete. However, the compressive strength of concrete produced by concrete using the percentage of Fly Ash is always lower than the value of normal concrete compressive strength. From testing the compressive strength of concrete at 28 days of treatment with content of 0%, 20%, 25% and 30% Fly Ash obtained results of 45.87 MPa, 42.67 MPa, 40.89 MPa, and 35.27 MPa respectively
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spelling doaj.art-1e4eb7ebd515435ea7ee633db3306be92022-12-22T00:44:20ZengUniversitas Negeri SemarangJurnal Teknik Sipil dan Perencanaan1411-17722503-18992018-11-01202657010.15294/jtsp.v20i2.162748034The Use of Fly Ash as Additive Material to High Strength ConcreteEndah Kanti Pangestuti0Sri Handayani1Mego Purnomo2Desi Christine Silitonga3M. Hilmy Fathoni4Jurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANGJurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANGJurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANGJurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANGJurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANGAbstract. The use of coal waste (Fly Ash) is currently being developed in building materials technology, as a high-strength concrete mix material. This study aims to determine the strength of concrete by adding fly ash as a substitute for cement in high-strength concrete mixtures. This research was conducted with an experimental method to obtain results and data that would confirm the variables studied. The total number of specimens used in this study were 36 pieces with different sizes of cube tests which were 15 cm x 15 cm x 15 cm. A total of 36 concrete samples were used to test the compressive strength of concrete with a percentage of Fly Ash in  0% (normal concrete), 20%, 25% and 30% with a concrete treatment age of 7 days, 21 days and 28 days. A total of 12 more samples were used to test water absorption in concrete at 28 days of maintenance. Each percentage percentage of Fly Ash uses 3 concrete test samples. The increase in compressive strength occurs at 7, 21 and 28 days in concrete. However, the compressive strength of concrete produced by concrete using the percentage of Fly Ash is always lower than the value of normal concrete compressive strength. From testing the compressive strength of concrete at 28 days of treatment with content of 0%, 20%, 25% and 30% Fly Ash obtained results of 45.87 MPa, 42.67 MPa, 40.89 MPa, and 35.27 MPa respectivelyhttps://journal.unnes.ac.id/nju/index.php/jtsp/article/view/16274fly ashhigh-strength concretecompressive strength
spellingShingle Endah Kanti Pangestuti
Sri Handayani
Mego Purnomo
Desi Christine Silitonga
M. Hilmy Fathoni
The Use of Fly Ash as Additive Material to High Strength Concrete
Jurnal Teknik Sipil dan Perencanaan
fly ash
high-strength concrete
compressive strength
title The Use of Fly Ash as Additive Material to High Strength Concrete
title_full The Use of Fly Ash as Additive Material to High Strength Concrete
title_fullStr The Use of Fly Ash as Additive Material to High Strength Concrete
title_full_unstemmed The Use of Fly Ash as Additive Material to High Strength Concrete
title_short The Use of Fly Ash as Additive Material to High Strength Concrete
title_sort use of fly ash as additive material to high strength concrete
topic fly ash
high-strength concrete
compressive strength
url https://journal.unnes.ac.id/nju/index.php/jtsp/article/view/16274
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