Loading…
Performance grade of asphalt binder modified with waste plastic and rubber
The purpose of this study was to examine the high and low-temperature rheological characteristics of asphalt binders modified with waste plastic (WP) and crumb rubber (CR). In this study, three types of asphalt cement were used: neat binder (VB) obtained from a local refinery, VB+3% WP, and VB+15% C...
Saved in:
Main Authors: | , , , |
---|---|
Format: | Conference Proceeding |
Language: | English |
Subjects: | |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | |
---|---|
cites | |
container_end_page | |
container_issue | 1 |
container_start_page | |
container_title | |
container_volume | 2775 |
creator | Sahip, Hawraa R Al-Jumaili, Mohammed A. Enieb, Mahmoud Eltwati, Ahmed |
description | The purpose of this study was to examine the high and low-temperature rheological characteristics of asphalt binders modified with waste plastic (WP) and crumb rubber (CR). In this study, three types of asphalt cement were used: neat binder (VB) obtained from a local refinery, VB+3% WP, and VB+15% CR. Performance grade and other physical properties of neat binder and modified asphalt binders were determined by the Brookfield rotational viscometer, dynamic shear rheometer, rolling thin film oven, bending beam rheometer, and direct tension tests the study showed that WP and CR-modified asphalt binders can provide greater resistance to high-temperature rutting and low-temperature cracking than the unmodified binder. The modified asphalt binder prepared with CR showed a better performance than the WP-modified asphalt binder at different ranges of temperatures. |
doi_str_mv | 10.1063/5.0161205 |
format | conference_proceeding |
fullrecord | <record><control><sourceid>proquest_scita</sourceid><recordid>TN_cdi_proquest_journals_2842201782</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2842201782</sourcerecordid><originalsourceid>FETCH-LOGICAL-p962-db8fb989d66cb8e9cf8790b5abbe8972e9d4349da8b160eaca5cfbe2c1d7f0f13</originalsourceid><addsrcrecordid>eNotkMtKAzEYRoMoWKsL3yDgTpj6JzO5LaV4paCLLtyFXG3KdGZMphTf3pF2dTaH88GH0C2BBQFeP7AFEE4osDM0I4yRSnDCz9EMQDUVbeqvS3RVyhaAKiHkDL1_hhz7vDOdC_g7Gx9wH7Epw8a0I7ap8yHjXe9TTMHjQxo3-GDKGPDQTkgOm87jvLc25Gt0EU1bws2Jc7R-flovX6vVx8vb8nFVDYrTylsZrZLKc-6sDMpFKRRYZqaEVIIG5Zu6Ud5ISzgE4wxz0QbqiBcRIqnn6O6YHXL_sw9l1Nt-n7tpUVPZUApESDpZ90eruDSaMfWdHnLamfyrCej_qzTTp6vqPwl0XAE</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>conference_proceeding</recordtype><pqid>2842201782</pqid></control><display><type>conference_proceeding</type><title>Performance grade of asphalt binder modified with waste plastic and rubber</title><source>American Institute of Physics:Jisc Collections:Transitional Journals Agreement 2021-23 (Reading list)</source><creator>Sahip, Hawraa R ; Al-Jumaili, Mohammed A. ; Enieb, Mahmoud ; Eltwati, Ahmed</creator><contributor>Al-Khateeb, Hasan Mahdi ; Obaid, Ahmed J.</contributor><creatorcontrib>Sahip, Hawraa R ; Al-Jumaili, Mohammed A. ; Enieb, Mahmoud ; Eltwati, Ahmed ; Al-Khateeb, Hasan Mahdi ; Obaid, Ahmed J.</creatorcontrib><description>The purpose of this study was to examine the high and low-temperature rheological characteristics of asphalt binders modified with waste plastic (WP) and crumb rubber (CR). In this study, three types of asphalt cement were used: neat binder (VB) obtained from a local refinery, VB+3% WP, and VB+15% CR. Performance grade and other physical properties of neat binder and modified asphalt binders were determined by the Brookfield rotational viscometer, dynamic shear rheometer, rolling thin film oven, bending beam rheometer, and direct tension tests the study showed that WP and CR-modified asphalt binders can provide greater resistance to high-temperature rutting and low-temperature cracking than the unmodified binder. The modified asphalt binder prepared with CR showed a better performance than the WP-modified asphalt binder at different ranges of temperatures.</description><identifier>ISSN: 0094-243X</identifier><identifier>EISSN: 1551-7616</identifier><identifier>DOI: 10.1063/5.0161205</identifier><identifier>CODEN: APCPCS</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Binders (materials) ; Bituminous cements ; High temperature ; Low temperature ; Low temperature resistance ; Physical properties ; Refineries ; Rheological properties ; Rheometers ; Rubber ; Tension tests ; Thin films</subject><ispartof>AIP conference proceedings, 2023, Vol.2775 (1)</ispartof><rights>Author(s)</rights><rights>2023 Author(s). Published by AIP Publishing.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>309,310,314,780,784,789,790,23930,23931,25140,27924,27925</link.rule.ids></links><search><contributor>Al-Khateeb, Hasan Mahdi</contributor><contributor>Obaid, Ahmed J.</contributor><creatorcontrib>Sahip, Hawraa R</creatorcontrib><creatorcontrib>Al-Jumaili, Mohammed A.</creatorcontrib><creatorcontrib>Enieb, Mahmoud</creatorcontrib><creatorcontrib>Eltwati, Ahmed</creatorcontrib><title>Performance grade of asphalt binder modified with waste plastic and rubber</title><title>AIP conference proceedings</title><description>The purpose of this study was to examine the high and low-temperature rheological characteristics of asphalt binders modified with waste plastic (WP) and crumb rubber (CR). In this study, three types of asphalt cement were used: neat binder (VB) obtained from a local refinery, VB+3% WP, and VB+15% CR. Performance grade and other physical properties of neat binder and modified asphalt binders were determined by the Brookfield rotational viscometer, dynamic shear rheometer, rolling thin film oven, bending beam rheometer, and direct tension tests the study showed that WP and CR-modified asphalt binders can provide greater resistance to high-temperature rutting and low-temperature cracking than the unmodified binder. The modified asphalt binder prepared with CR showed a better performance than the WP-modified asphalt binder at different ranges of temperatures.</description><subject>Binders (materials)</subject><subject>Bituminous cements</subject><subject>High temperature</subject><subject>Low temperature</subject><subject>Low temperature resistance</subject><subject>Physical properties</subject><subject>Refineries</subject><subject>Rheological properties</subject><subject>Rheometers</subject><subject>Rubber</subject><subject>Tension tests</subject><subject>Thin films</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2023</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNotkMtKAzEYRoMoWKsL3yDgTpj6JzO5LaV4paCLLtyFXG3KdGZMphTf3pF2dTaH88GH0C2BBQFeP7AFEE4osDM0I4yRSnDCz9EMQDUVbeqvS3RVyhaAKiHkDL1_hhz7vDOdC_g7Gx9wH7Epw8a0I7ap8yHjXe9TTMHjQxo3-GDKGPDQTkgOm87jvLc25Gt0EU1bws2Jc7R-flovX6vVx8vb8nFVDYrTylsZrZLKc-6sDMpFKRRYZqaEVIIG5Zu6Ud5ISzgE4wxz0QbqiBcRIqnn6O6YHXL_sw9l1Nt-n7tpUVPZUApESDpZ90eruDSaMfWdHnLamfyrCej_qzTTp6vqPwl0XAE</recordid><startdate>20230726</startdate><enddate>20230726</enddate><creator>Sahip, Hawraa R</creator><creator>Al-Jumaili, Mohammed A.</creator><creator>Enieb, Mahmoud</creator><creator>Eltwati, Ahmed</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20230726</creationdate><title>Performance grade of asphalt binder modified with waste plastic and rubber</title><author>Sahip, Hawraa R ; Al-Jumaili, Mohammed A. ; Enieb, Mahmoud ; Eltwati, Ahmed</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p962-db8fb989d66cb8e9cf8790b5abbe8972e9d4349da8b160eaca5cfbe2c1d7f0f13</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Binders (materials)</topic><topic>Bituminous cements</topic><topic>High temperature</topic><topic>Low temperature</topic><topic>Low temperature resistance</topic><topic>Physical properties</topic><topic>Refineries</topic><topic>Rheological properties</topic><topic>Rheometers</topic><topic>Rubber</topic><topic>Tension tests</topic><topic>Thin films</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sahip, Hawraa R</creatorcontrib><creatorcontrib>Al-Jumaili, Mohammed A.</creatorcontrib><creatorcontrib>Enieb, Mahmoud</creatorcontrib><creatorcontrib>Eltwati, Ahmed</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sahip, Hawraa R</au><au>Al-Jumaili, Mohammed A.</au><au>Enieb, Mahmoud</au><au>Eltwati, Ahmed</au><au>Al-Khateeb, Hasan Mahdi</au><au>Obaid, Ahmed J.</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Performance grade of asphalt binder modified with waste plastic and rubber</atitle><btitle>AIP conference proceedings</btitle><date>2023-07-26</date><risdate>2023</risdate><volume>2775</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>The purpose of this study was to examine the high and low-temperature rheological characteristics of asphalt binders modified with waste plastic (WP) and crumb rubber (CR). In this study, three types of asphalt cement were used: neat binder (VB) obtained from a local refinery, VB+3% WP, and VB+15% CR. Performance grade and other physical properties of neat binder and modified asphalt binders were determined by the Brookfield rotational viscometer, dynamic shear rheometer, rolling thin film oven, bending beam rheometer, and direct tension tests the study showed that WP and CR-modified asphalt binders can provide greater resistance to high-temperature rutting and low-temperature cracking than the unmodified binder. The modified asphalt binder prepared with CR showed a better performance than the WP-modified asphalt binder at different ranges of temperatures.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0161205</doi><tpages>9</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0094-243X |
ispartof | AIP conference proceedings, 2023, Vol.2775 (1) |
issn | 0094-243X 1551-7616 |
language | eng |
recordid | cdi_proquest_journals_2842201782 |
source | American Institute of Physics:Jisc Collections:Transitional Journals Agreement 2021-23 (Reading list) |
subjects | Binders (materials) Bituminous cements High temperature Low temperature Low temperature resistance Physical properties Refineries Rheological properties Rheometers Rubber Tension tests Thin films |
title | Performance grade of asphalt binder modified with waste plastic and rubber |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-07T17%3A20%3A15IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_scita&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=proceeding&rft.atitle=Performance%20grade%20of%20asphalt%20binder%20modified%20with%20waste%20plastic%20and%20rubber&rft.btitle=AIP%20conference%20proceedings&rft.au=Sahip,%20Hawraa%20R&rft.date=2023-07-26&rft.volume=2775&rft.issue=1&rft.issn=0094-243X&rft.eissn=1551-7616&rft.coden=APCPCS&rft_id=info:doi/10.1063/5.0161205&rft_dat=%3Cproquest_scita%3E2842201782%3C/proquest_scita%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-p962-db8fb989d66cb8e9cf8790b5abbe8972e9d4349da8b160eaca5cfbe2c1d7f0f13%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2842201782&rft_id=info:pmid/&rfr_iscdi=true |