Kualitas Beton SCC dengan Substitusi Agregat Halus Tailing Tambang Emas Daerah Pongkor

This paper presents the results of self compacting concrete (SCC) with water cement ratio 0.30 with four variations of tailings, ie 0%, 5%, 10% and 15%. Superplastisizer used is a type Naptha 511P of PT.Karya Naptha Belide. The results showed that (1) The use of tailings as fine aggregate in concret...

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Main Authors: Amalia Amalia, Muhtarom Riyadi
Format: Article
Language:English
Published: Universitas Diponegoro 2019-07-01
Series:Media Komunikasi Teknik Sipil
Subjects:
Online Access:https://ejournal.undip.ac.id/index.php/mkts/article/view/18500
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author Amalia Amalia
Muhtarom Riyadi
author_facet Amalia Amalia
Muhtarom Riyadi
author_sort Amalia Amalia
collection DOAJ
description This paper presents the results of self compacting concrete (SCC) with water cement ratio 0.30 with four variations of tailings, ie 0%, 5%, 10% and 15%. Superplastisizer used is a type Naptha 511P of PT.Karya Naptha Belide. The results showed that (1) The use of tailings as fine aggregate in concrete SCC, has good workability. The fresh concrete that uses tailings, passing ability and filling ability is decrease. The use of tailings up to 15% of eligible properties filling ability and passing ability of SCC, (2) The more tailings used in SCC, setting time of concrete becomes longer, (3) Concrete with tailings as fine aggregate have unit weight is smaller than the concrete with fine aggregate sand, (4) Concrete with tailings has higher compressive strength and modulus of elasticity than concrete without tailings, (5)The use of tailings in concrete can lower tensile strength of concrete, (6)The optimum replacement of tailing found to be 10% in the concrete.
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spelling doaj.art-ba8324e3ace04dce8d60bedfcb07b5762022-12-22T03:38:43ZengUniversitas DiponegoroMedia Komunikasi Teknik Sipil0854-18092549-67782019-07-01251596810.14710/mkts.v25i1.1850015331Kualitas Beton SCC dengan Substitusi Agregat Halus Tailing Tambang Emas Daerah PongkorAmalia Amalia0Muhtarom Riyadi1state polytecnic of jakartastate polytecnic of jakartaThis paper presents the results of self compacting concrete (SCC) with water cement ratio 0.30 with four variations of tailings, ie 0%, 5%, 10% and 15%. Superplastisizer used is a type Naptha 511P of PT.Karya Naptha Belide. The results showed that (1) The use of tailings as fine aggregate in concrete SCC, has good workability. The fresh concrete that uses tailings, passing ability and filling ability is decrease. The use of tailings up to 15% of eligible properties filling ability and passing ability of SCC, (2) The more tailings used in SCC, setting time of concrete becomes longer, (3) Concrete with tailings as fine aggregate have unit weight is smaller than the concrete with fine aggregate sand, (4) Concrete with tailings has higher compressive strength and modulus of elasticity than concrete without tailings, (5)The use of tailings in concrete can lower tensile strength of concrete, (6)The optimum replacement of tailing found to be 10% in the concrete.https://ejournal.undip.ac.id/index.php/mkts/article/view/18500Self compacting concrete, tailing, compressive strength, tensile strength
spellingShingle Amalia Amalia
Muhtarom Riyadi
Kualitas Beton SCC dengan Substitusi Agregat Halus Tailing Tambang Emas Daerah Pongkor
Media Komunikasi Teknik Sipil
Self compacting concrete, tailing, compressive strength, tensile strength
title Kualitas Beton SCC dengan Substitusi Agregat Halus Tailing Tambang Emas Daerah Pongkor
title_full Kualitas Beton SCC dengan Substitusi Agregat Halus Tailing Tambang Emas Daerah Pongkor
title_fullStr Kualitas Beton SCC dengan Substitusi Agregat Halus Tailing Tambang Emas Daerah Pongkor
title_full_unstemmed Kualitas Beton SCC dengan Substitusi Agregat Halus Tailing Tambang Emas Daerah Pongkor
title_short Kualitas Beton SCC dengan Substitusi Agregat Halus Tailing Tambang Emas Daerah Pongkor
title_sort kualitas beton scc dengan substitusi agregat halus tailing tambang emas daerah pongkor
topic Self compacting concrete, tailing, compressive strength, tensile strength
url https://ejournal.undip.ac.id/index.php/mkts/article/view/18500
work_keys_str_mv AT amaliaamalia kualitasbetonsccdengansubstitusiagregathalustailingtambangemasdaerahpongkor
AT muhtaromriyadi kualitasbetonsccdengansubstitusiagregathalustailingtambangemasdaerahpongkor