cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Putu Aryastana
Contact Email
aryastanaputu@warmadewa.ac.id
Phone
+6281222788222
Journal Mail Official
paduraksa.sipil@gmail.com
Editorial Address
Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia
Location
Kota denpasar,
Bali
INDONESIA
Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa
Published by Universitas Warmadewa
ISSN : 23032693     EISSN : 25812939     DOI : https://doi.org/10.22225/pd.6.2.482.108-122
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 1 Documents
 1 
Search results for , issue "81-88" : 1 Documents clear
Karakteristik beton aspal lapisan pengikat (AC-BC) yang menggunakan bahan pengisi abu terbang batubara M. Sa'dillah; Galih Damar Pandalu; Natalino Borromeu Martins
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 81-88
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.1.7820.81-88

Abstract

Coal consumption continues to increase resulting in waste in the form of rock ash (fly ash) is continuously increasing. Increased waste is a problem especially in polluting the environment. Therefore it is necessary to use coal waste. One way to utilize stone ash waste is to use it as a filler in binder-coated asphalt concrete (AC-BC). This study aims to determine the characteristics of binder-coated asphalt concrete (AC-BC) with varying grades of additivesfly ash tomarshall quotient. Parameters observed consisted of stability, melting (flow), air voids in the mix (VIM), voids filled with bitumen (VFA), voids between aggregates (VMA), andmarshall quotient (MQ). The results of the study can be concluded 1) the results of testing the binder layer concrete asphalt layer (AC-BC) showed that the optimal asphalt content was 5.57% with a stability weight of 1,103.48 kg,flow 3.17 mn, VIM 4.55%, VFA 78.48%, VMA 16.06% and weightmarshall quotient (MQ) 349.08 kg/mm; 2) The test results of the binder-coated asphalt concrete (AC-BC) showed that the optimum mixture was filler contentfly ash 4.19% with a stability weight of 925.65 kg,flow 3.67 mn, VIM 4.07%, VFA 77.23%, VMA 16.46% and weightmarshall quotient (MQ) 253.58 kg/mm.

Page 1 of 1 | Total Record : 1

 1 

Filter by Year

0000


Reset
Filter By Issues
All Issue Vol. 13 No. 1 (2024) Vol. 12 No. 2 (2023) Vol. 12 No. 1 (2023) Vol. 11 No. 2 (2022) Vol. 11 No. 1 (2022) Vol. 10 No. 2 (2021) Vol. 10 No. 1 (2021) Vol. 9 No. 2 (2020) Vol. 9 No. 1 (2020) Vol. 8 No. 2 (2019) Vol. 8 No. 1 (2019) Vol. 7 No. 2 (2018) Vol. 7 No. 1 (2018) Vol. 6 No. 2 (2017) Vol. 6 No. 1 (2017) Vol. 5 No. 2 (2016) Vol. 5 No. 1 (2016) Vol. 4 No. 2 (2015) Vol. 4 No. 1 (2015) Vol. 3 No. 2 (2014) Vol. 3 No. 1 (2014) 244-249 235-243 228-234 218-227 217-224 211-216 204-210 203-217 199-203 195-202 187-198 186-194 179-185 177-186 172-178 167-176 166-173 166-171 160-165 159-166 153-159 152-165 148-158 142-151 138-147 137-152 134-141 131-137 127-136 121-126 120-133 120-130 114-120 112-119 111-119 106-113 105-111 97-110 97-105 97-104 89-96 87-96 85-96 81-88 76-86 76-84 74-80 69-75 66-75 64-73 60-68 54-63 53-65 48-53 46-59 44-52 41-47 36-43 36-40 35-45 30-35 26-35 21-34 21-29 18-25 14-20 11-17 10-20 8-13 1-10 1-9 1-7 More Issue