PENGARUH PENGGUNAAN ABU VULKANIK SEBAGAI FILLER TERHADAP CAMPURAN ASPAL BETON LAPIS ASPHATL CONCRETE – WEARING COURSE (AC-WC)
Main Authors: | Sari, Mayang, Wasila, Sina |
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Format: | Thesis NonPeerReviewed Book |
Bahasa: | eng |
Terbitan: |
, 2014
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Subjects: | |
Online Access: |
http://eprints.polsri.ac.id/1279/1/Cover.pdf http://eprints.polsri.ac.id/1279/2/BAB%20I.pdf http://eprints.polsri.ac.id/1279/3/BAB%20II.pdf http://eprints.polsri.ac.id/1279/4/BAB%20III.pdf http://eprints.polsri.ac.id/1279/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1279/6/BAB%20V.pdf http://eprints.polsri.ac.id/1279/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1279/ |
ctrlnum |
1279 |
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fullrecord |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.polsri.ac.id/1279/</relation><title>PENGARUH PENGGUNAAN ABU VULKANIK SEBAGAI
FILLER TERHADAP CAMPURAN ASPAL BETON LAPIS
ASPHATL CONCRETE – WEARING COURSE (AC-WC)</title><creator>Sari, Mayang</creator><creator>Wasila, Sina</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>AC-WC is one of the hardering kayer component that fungtioned as a threadbare layer which has a direct contact with the vehicles tires.
The purpose of this research is to comprehend the stability point, melting level, VIM, VMA, VFA, and MQ in the mixing of AC-WC concrete asphalt that uses volcanik ash as a substance confeut.
Marshal test is using 6,8% KAO with volcanic ash vote variation about 0%, 25%, 50%, 75% and 100%. The point of 0% volcanic ash variation stability is 1461,7 kg, 1356 kg for 25% variation, 1340 kg for 50% variation, 1284 kg for 75% variation and 1283,67 kg for 100% variation.
From the test, it has been could led that the stability point of concrete asphalt mix using volcanic ash is lover than the stability point of concrete asphalt mix without volcanic ash.
Keyword : Asphalt concrete wearing course, optimum asphalt rate, volcanic ashes</description><date>2014-07</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1279/1/Cover.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1279/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1279/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1279/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1279/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1279/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1279/7/DAFTAR%20PUSTAKA.pdf</identifier><identifier> Sari, Mayang and Wasila, Sina (2014) PENGARUH PENGGUNAAN ABU VULKANIK SEBAGAI FILLER TERHADAP CAMPURAN ASPAL BETON LAPIS ASPHATL CONCRETE – WEARING COURSE (AC-WC). Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1279</recordID></dc>
|
language |
eng |
format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
author |
Sari, Mayang Wasila, Sina |
title |
PENGARUH PENGGUNAAN ABU VULKANIK SEBAGAI
FILLER TERHADAP CAMPURAN ASPAL BETON LAPIS
ASPHATL CONCRETE – WEARING COURSE (AC-WC) |
publishDate |
2014 |
topic |
TA Engineering (General). Civil engineering (General) |
url |
http://eprints.polsri.ac.id/1279/1/Cover.pdf http://eprints.polsri.ac.id/1279/2/BAB%20I.pdf http://eprints.polsri.ac.id/1279/3/BAB%20II.pdf http://eprints.polsri.ac.id/1279/4/BAB%20III.pdf http://eprints.polsri.ac.id/1279/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1279/6/BAB%20V.pdf http://eprints.polsri.ac.id/1279/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1279/ |
contents |
AC-WC is one of the hardering kayer component that fungtioned as a threadbare layer which has a direct contact with the vehicles tires.
The purpose of this research is to comprehend the stability point, melting level, VIM, VMA, VFA, and MQ in the mixing of AC-WC concrete asphalt that uses volcanik ash as a substance confeut.
Marshal test is using 6,8% KAO with volcanic ash vote variation about 0%, 25%, 50%, 75% and 100%. The point of 0% volcanic ash variation stability is 1461,7 kg, 1356 kg for 25% variation, 1340 kg for 50% variation, 1284 kg for 75% variation and 1283,67 kg for 100% variation.
From the test, it has been could led that the stability point of concrete asphalt mix using volcanic ash is lover than the stability point of concrete asphalt mix without volcanic ash.
Keyword : Asphalt concrete wearing course, optimum asphalt rate, volcanic ashes |
id |
IOS15200.1279 |
institution |
Politeknik Negeri Sriwijaya |
institution_id |
186 |
institution_type |
library:university library |
library |
Perpustakaan Politeknik Negeri Sriwijaya |
library_id |
333 |
collection |
Perpustakaan Politeknik Negeri Sriwijaya |
repository_id |
15200 |
city |
KOTA PALEMBANG |
province |
SUMATERA SELATAN |
repoId |
IOS15200 |
first_indexed |
2021-08-25T09:28:38Z |
last_indexed |
2021-08-25T09:28:38Z |
recordtype |
dc |
_version_ |
1709058400250232832 |
score |
17.538404 |