Loading…
Mechanical Properties of Cold Mix Asphalt (CMA) Mixed with Recycled Asphalt Pavement
From the perspective of sustainability and environmental concerns, the use of cold-mix asphalt (CMA) and recycled asphalt pavement (RAP) is more advantageous than the use of hot mix asphalt (HMA) and warm mix asphalt (WMA). Some researchers used a mixture of CMA and RAP to improve the mechanical pro...
Saved in:
Published in: | Infrastructures (Basel) 2022-04, Vol.7 (4), p.45 |
---|---|
Main Authors: | , , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c3125-4af01a691cfcc69c5475d0aef2eb3d5b20a7745cfbd06034ea673ae1cf866df3 |
---|---|
cites | cdi_FETCH-LOGICAL-c3125-4af01a691cfcc69c5475d0aef2eb3d5b20a7745cfbd06034ea673ae1cf866df3 |
container_end_page | |
container_issue | 4 |
container_start_page | 45 |
container_title | Infrastructures (Basel) |
container_volume | 7 |
creator | Chegenizadeh, Amin Tufilli, Anthony Arumdani, Indah Sekar Budihardjo, Mochamad Arief Dadras, Ethan Nikraz, Hamid |
description | From the perspective of sustainability and environmental concerns, the use of cold-mix asphalt (CMA) and recycled asphalt pavement (RAP) is more advantageous than the use of hot mix asphalt (HMA) and warm mix asphalt (WMA). Some researchers used a mixture of CMA and RAP to improve the mechanical properties of pavement and made it more economical. However, only a few studies have focused on using a high content of RAP—particularly 100% RAP—as the virgin aggregate. Therefore, this study aims to analyse cold-mix asphalt (CMA) using 100% recycled asphalt pavement (RAP) instead of virgin aggregate raw materials and to determine the best mixture for the production of environmentally friendly asphalt. It is necessary to investigate the performance of CMA mixed with RAP in terms of the resilient modulus, indirect tensile strength, fatigue and rutting resistance. In this study, the percentage of bitumen emulsions added is 2%, 2.5%, 3%, 3.5%, and 4%, along with 100% RAP material. The results indicate that the fatigue life of the RAP mixture increased by 49.34% with the addition of bitumen emulsion (BE) from 2% to 4%, while the wheel tracking test experienced a decrease in rutting depth along with an increase in BE dose of 4%, which was 9 mm. The mixture containing 4% asphalt emulsion has the best performance. The results suggested that increasing the BE dosage increases the resistance against rutting and fatigue. |
doi_str_mv | 10.3390/infrastructures7040045 |
format | article |
fullrecord | <record><control><sourceid>proquest_doaj_</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_3ff901da40fe48139769f16370e2e78a</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><doaj_id>oai_doaj_org_article_3ff901da40fe48139769f16370e2e78a</doaj_id><sourcerecordid>2652976557</sourcerecordid><originalsourceid>FETCH-LOGICAL-c3125-4af01a691cfcc69c5475d0aef2eb3d5b20a7745cfbd06034ea673ae1cf866df3</originalsourceid><addsrcrecordid>eNptkU1LA0EMhhdRULR_QRa86KGa-d49luJHocUivQ_pbMZuWTt1Zqv237u1Kh48JXl5eJPwZtk5g2shSripVz5iauPGtZtIyYAEkOogO-GS8b4oGDv80x9nvZSWAMChMEXBTrLZhNwCV7XDJp_GsKbY1pTy4PNhaKp8Un_kg7ReYNPml8PJ4GqnUJW_1-0ifyK3dU03_RBTfKMXWrVn2ZHHJlHvu55ms7vb2fChP368Hw0H474TjKu-RA8Mdcmcd06XTkmjKkDynOaiUnMOaIxUzs8r0CAkoTYCqcMLrSsvTrPR3rYKuLTrWL9g3NqAtf0SQny22L3TnWiF9yWwCiV4kgUTpdGlZ1oYIE6mwM7rYu-1juF1Q6m1y7CJq-56y7XiHa-U6Si9p1wMKUXyv1sZ2F0e9v88xCcZXIHz</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2652976557</pqid></control><display><type>article</type><title>Mechanical Properties of Cold Mix Asphalt (CMA) Mixed with Recycled Asphalt Pavement</title><source>Publicly Available Content Database</source><creator>Chegenizadeh, Amin ; Tufilli, Anthony ; Arumdani, Indah Sekar ; Budihardjo, Mochamad Arief ; Dadras, Ethan ; Nikraz, Hamid</creator><creatorcontrib>Chegenizadeh, Amin ; Tufilli, Anthony ; Arumdani, Indah Sekar ; Budihardjo, Mochamad Arief ; Dadras, Ethan ; Nikraz, Hamid</creatorcontrib><description>From the perspective of sustainability and environmental concerns, the use of cold-mix asphalt (CMA) and recycled asphalt pavement (RAP) is more advantageous than the use of hot mix asphalt (HMA) and warm mix asphalt (WMA). Some researchers used a mixture of CMA and RAP to improve the mechanical properties of pavement and made it more economical. However, only a few studies have focused on using a high content of RAP—particularly 100% RAP—as the virgin aggregate. Therefore, this study aims to analyse cold-mix asphalt (CMA) using 100% recycled asphalt pavement (RAP) instead of virgin aggregate raw materials and to determine the best mixture for the production of environmentally friendly asphalt. It is necessary to investigate the performance of CMA mixed with RAP in terms of the resilient modulus, indirect tensile strength, fatigue and rutting resistance. In this study, the percentage of bitumen emulsions added is 2%, 2.5%, 3%, 3.5%, and 4%, along with 100% RAP material. The results indicate that the fatigue life of the RAP mixture increased by 49.34% with the addition of bitumen emulsion (BE) from 2% to 4%, while the wheel tracking test experienced a decrease in rutting depth along with an increase in BE dose of 4%, which was 9 mm. The mixture containing 4% asphalt emulsion has the best performance. The results suggested that increasing the BE dosage increases the resistance against rutting and fatigue.</description><identifier>ISSN: 2412-3811</identifier><identifier>EISSN: 2412-3811</identifier><identifier>DOI: 10.3390/infrastructures7040045</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Aggregates ; Asphalt pavements ; Bitumens ; Cold ; cold-mix asphalt ; Cost control ; Curing ; Emissions ; Emulsions ; Fatigue life ; Gases ; indirect tensile strength ; Investigations ; Mechanical properties ; Mixtures ; Moisture content ; Particle size ; Raw materials ; reclaimed asphalt pavement material ; Rheology ; Roads & highways ; Tensile strength</subject><ispartof>Infrastructures (Basel), 2022-04, Vol.7 (4), p.45</ispartof><rights>2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3125-4af01a691cfcc69c5475d0aef2eb3d5b20a7745cfbd06034ea673ae1cf866df3</citedby><cites>FETCH-LOGICAL-c3125-4af01a691cfcc69c5475d0aef2eb3d5b20a7745cfbd06034ea673ae1cf866df3</cites><orcidid>0000-0002-1256-3076</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.proquest.com/docview/2652976557/fulltextPDF?pq-origsite=primo$$EPDF$$P50$$Gproquest$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/2652976557?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,25753,27924,27925,37012,44590,75126</link.rule.ids></links><search><creatorcontrib>Chegenizadeh, Amin</creatorcontrib><creatorcontrib>Tufilli, Anthony</creatorcontrib><creatorcontrib>Arumdani, Indah Sekar</creatorcontrib><creatorcontrib>Budihardjo, Mochamad Arief</creatorcontrib><creatorcontrib>Dadras, Ethan</creatorcontrib><creatorcontrib>Nikraz, Hamid</creatorcontrib><title>Mechanical Properties of Cold Mix Asphalt (CMA) Mixed with Recycled Asphalt Pavement</title><title>Infrastructures (Basel)</title><description>From the perspective of sustainability and environmental concerns, the use of cold-mix asphalt (CMA) and recycled asphalt pavement (RAP) is more advantageous than the use of hot mix asphalt (HMA) and warm mix asphalt (WMA). Some researchers used a mixture of CMA and RAP to improve the mechanical properties of pavement and made it more economical. However, only a few studies have focused on using a high content of RAP—particularly 100% RAP—as the virgin aggregate. Therefore, this study aims to analyse cold-mix asphalt (CMA) using 100% recycled asphalt pavement (RAP) instead of virgin aggregate raw materials and to determine the best mixture for the production of environmentally friendly asphalt. It is necessary to investigate the performance of CMA mixed with RAP in terms of the resilient modulus, indirect tensile strength, fatigue and rutting resistance. In this study, the percentage of bitumen emulsions added is 2%, 2.5%, 3%, 3.5%, and 4%, along with 100% RAP material. The results indicate that the fatigue life of the RAP mixture increased by 49.34% with the addition of bitumen emulsion (BE) from 2% to 4%, while the wheel tracking test experienced a decrease in rutting depth along with an increase in BE dose of 4%, which was 9 mm. The mixture containing 4% asphalt emulsion has the best performance. The results suggested that increasing the BE dosage increases the resistance against rutting and fatigue.</description><subject>Aggregates</subject><subject>Asphalt pavements</subject><subject>Bitumens</subject><subject>Cold</subject><subject>cold-mix asphalt</subject><subject>Cost control</subject><subject>Curing</subject><subject>Emissions</subject><subject>Emulsions</subject><subject>Fatigue life</subject><subject>Gases</subject><subject>indirect tensile strength</subject><subject>Investigations</subject><subject>Mechanical properties</subject><subject>Mixtures</subject><subject>Moisture content</subject><subject>Particle size</subject><subject>Raw materials</subject><subject>reclaimed asphalt pavement material</subject><subject>Rheology</subject><subject>Roads & highways</subject><subject>Tensile strength</subject><issn>2412-3811</issn><issn>2412-3811</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><sourceid>DOA</sourceid><recordid>eNptkU1LA0EMhhdRULR_QRa86KGa-d49luJHocUivQ_pbMZuWTt1Zqv237u1Kh48JXl5eJPwZtk5g2shSripVz5iauPGtZtIyYAEkOogO-GS8b4oGDv80x9nvZSWAMChMEXBTrLZhNwCV7XDJp_GsKbY1pTy4PNhaKp8Un_kg7ReYNPml8PJ4GqnUJW_1-0ifyK3dU03_RBTfKMXWrVn2ZHHJlHvu55ms7vb2fChP368Hw0H474TjKu-RA8Mdcmcd06XTkmjKkDynOaiUnMOaIxUzs8r0CAkoTYCqcMLrSsvTrPR3rYKuLTrWL9g3NqAtf0SQny22L3TnWiF9yWwCiV4kgUTpdGlZ1oYIE6mwM7rYu-1juF1Q6m1y7CJq-56y7XiHa-U6Si9p1wMKUXyv1sZ2F0e9v88xCcZXIHz</recordid><startdate>20220401</startdate><enddate>20220401</enddate><creator>Chegenizadeh, Amin</creator><creator>Tufilli, Anthony</creator><creator>Arumdani, Indah Sekar</creator><creator>Budihardjo, Mochamad Arief</creator><creator>Dadras, Ethan</creator><creator>Nikraz, Hamid</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ARAPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>P5Z</scope><scope>P62</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0002-1256-3076</orcidid></search><sort><creationdate>20220401</creationdate><title>Mechanical Properties of Cold Mix Asphalt (CMA) Mixed with Recycled Asphalt Pavement</title><author>Chegenizadeh, Amin ; Tufilli, Anthony ; Arumdani, Indah Sekar ; Budihardjo, Mochamad Arief ; Dadras, Ethan ; Nikraz, Hamid</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3125-4af01a691cfcc69c5475d0aef2eb3d5b20a7745cfbd06034ea673ae1cf866df3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Aggregates</topic><topic>Asphalt pavements</topic><topic>Bitumens</topic><topic>Cold</topic><topic>cold-mix asphalt</topic><topic>Cost control</topic><topic>Curing</topic><topic>Emissions</topic><topic>Emulsions</topic><topic>Fatigue life</topic><topic>Gases</topic><topic>indirect tensile strength</topic><topic>Investigations</topic><topic>Mechanical properties</topic><topic>Mixtures</topic><topic>Moisture content</topic><topic>Particle size</topic><topic>Raw materials</topic><topic>reclaimed asphalt pavement material</topic><topic>Rheology</topic><topic>Roads & highways</topic><topic>Tensile strength</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chegenizadeh, Amin</creatorcontrib><creatorcontrib>Tufilli, Anthony</creatorcontrib><creatorcontrib>Arumdani, Indah Sekar</creatorcontrib><creatorcontrib>Budihardjo, Mochamad Arief</creatorcontrib><creatorcontrib>Dadras, Ethan</creatorcontrib><creatorcontrib>Nikraz, Hamid</creatorcontrib><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>Advanced Technologies & Aerospace Collection</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Advanced Technologies & Aerospace Database</collection><collection>ProQuest Advanced Technologies & Aerospace Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Open Access: DOAJ - Directory of Open Access Journals</collection><jtitle>Infrastructures (Basel)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chegenizadeh, Amin</au><au>Tufilli, Anthony</au><au>Arumdani, Indah Sekar</au><au>Budihardjo, Mochamad Arief</au><au>Dadras, Ethan</au><au>Nikraz, Hamid</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Mechanical Properties of Cold Mix Asphalt (CMA) Mixed with Recycled Asphalt Pavement</atitle><jtitle>Infrastructures (Basel)</jtitle><date>2022-04-01</date><risdate>2022</risdate><volume>7</volume><issue>4</issue><spage>45</spage><pages>45-</pages><issn>2412-3811</issn><eissn>2412-3811</eissn><abstract>From the perspective of sustainability and environmental concerns, the use of cold-mix asphalt (CMA) and recycled asphalt pavement (RAP) is more advantageous than the use of hot mix asphalt (HMA) and warm mix asphalt (WMA). Some researchers used a mixture of CMA and RAP to improve the mechanical properties of pavement and made it more economical. However, only a few studies have focused on using a high content of RAP—particularly 100% RAP—as the virgin aggregate. Therefore, this study aims to analyse cold-mix asphalt (CMA) using 100% recycled asphalt pavement (RAP) instead of virgin aggregate raw materials and to determine the best mixture for the production of environmentally friendly asphalt. It is necessary to investigate the performance of CMA mixed with RAP in terms of the resilient modulus, indirect tensile strength, fatigue and rutting resistance. In this study, the percentage of bitumen emulsions added is 2%, 2.5%, 3%, 3.5%, and 4%, along with 100% RAP material. The results indicate that the fatigue life of the RAP mixture increased by 49.34% with the addition of bitumen emulsion (BE) from 2% to 4%, while the wheel tracking test experienced a decrease in rutting depth along with an increase in BE dose of 4%, which was 9 mm. The mixture containing 4% asphalt emulsion has the best performance. The results suggested that increasing the BE dosage increases the resistance against rutting and fatigue.</abstract><cop>Basel</cop><pub>MDPI AG</pub><doi>10.3390/infrastructures7040045</doi><orcidid>https://orcid.org/0000-0002-1256-3076</orcidid><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 2412-3811 |
ispartof | Infrastructures (Basel), 2022-04, Vol.7 (4), p.45 |
issn | 2412-3811 2412-3811 |
language | eng |
recordid | cdi_doaj_primary_oai_doaj_org_article_3ff901da40fe48139769f16370e2e78a |
source | Publicly Available Content Database |
subjects | Aggregates Asphalt pavements Bitumens Cold cold-mix asphalt Cost control Curing Emissions Emulsions Fatigue life Gases indirect tensile strength Investigations Mechanical properties Mixtures Moisture content Particle size Raw materials reclaimed asphalt pavement material Rheology Roads & highways Tensile strength |
title | Mechanical Properties of Cold Mix Asphalt (CMA) Mixed with Recycled Asphalt Pavement |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-04T08%3A41%3A26IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_doaj_&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Mechanical%20Properties%20of%20Cold%20Mix%20Asphalt%20(CMA)%20Mixed%20with%20Recycled%20Asphalt%20Pavement&rft.jtitle=Infrastructures%20(Basel)&rft.au=Chegenizadeh,%20Amin&rft.date=2022-04-01&rft.volume=7&rft.issue=4&rft.spage=45&rft.pages=45-&rft.issn=2412-3811&rft.eissn=2412-3811&rft_id=info:doi/10.3390/infrastructures7040045&rft_dat=%3Cproquest_doaj_%3E2652976557%3C/proquest_doaj_%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c3125-4af01a691cfcc69c5475d0aef2eb3d5b20a7745cfbd06034ea673ae1cf866df3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2652976557&rft_id=info:pmid/&rfr_iscdi=true |