Characterization of Sustainable Asphalt Binders Modified with Styrene–Isoprene–Styrene (SIS) and Processed Oil
The current study aims to evaluate the viscosity and rheological properties of PG 64-22 modified with Styrene–Isoprene–Styrene (SIS) and Processed Oil (PO) to enhance asphalt binder properties. Performance properties were measured at high, intermediate, and low temperatures. PG 64-22 was blended wit...
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description | The current study aims to evaluate the viscosity and rheological properties of PG 64-22 modified with Styrene–Isoprene–Styrene (SIS) and Processed Oil (PO) to enhance asphalt binder properties. Performance properties were measured at high, intermediate, and low temperatures. PG 64-22 was blended with SIS and Processed Oil at three levels (5%, 10%, and 15% by weight of binder) and two concentrations (6% and 12% by weight of binder), respectively. Modified binders underwent two short and long artificial aging processes, through the spinning of the thin film in an RTFO oven and a pressure aging vessel (PAV). The Superpave binder evaluations were carried out using a rotational viscometer (RV), dynamic shear rheometer (DSR), and bending beam rheometer (BBR). According to the findings of the research, the addition of SIS caused higher values of viscosity, but when co-modified with processed oil, there was a substantial decrease in viscosity values. As a result, workability was improved. (1) It was observed that a greater reduction in viscosity was achieved when the processed oil was present at a higher concentration at 135 °C compared to a lower concentration. (2) The study showed that the incorporation of processed oil led to a reduction in rutting performance of the asphalt binder. However, the addition of SIS resulted in a notable enhancement of rutting resistance. (3) The role of processed oil as co-modifier at concentrations of 6% and 12% caused significant decreases in G*sin δ, based on the susceptibility of asphalt molecules to accept oil molecules in their network links. (4) The extracted measurements from the BBR tests indicated that modification with SIS and PO improved the low-temperature cracking resistance significantly. Comparison of asphalt binders modified with 6% and 12% PO and the same SIS content showed significant changes in modification with 12% PO rather than 6%. |
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Performance properties were measured at high, intermediate, and low temperatures. PG 64-22 was blended with SIS and Processed Oil at three levels (5%, 10%, and 15% by weight of binder) and two concentrations (6% and 12% by weight of binder), respectively. Modified binders underwent two short and long artificial aging processes, through the spinning of the thin film in an RTFO oven and a pressure aging vessel (PAV). The Superpave binder evaluations were carried out using a rotational viscometer (RV), dynamic shear rheometer (DSR), and bending beam rheometer (BBR). According to the findings of the research, the addition of SIS caused higher values of viscosity, but when co-modified with processed oil, there was a substantial decrease in viscosity values. As a result, workability was improved. (1) It was observed that a greater reduction in viscosity was achieved when the processed oil was present at a higher concentration at 135 °C compared to a lower concentration. (2) The study showed that the incorporation of processed oil led to a reduction in rutting performance of the asphalt binder. However, the addition of SIS resulted in a notable enhancement of rutting resistance. (3) The role of processed oil as co-modifier at concentrations of 6% and 12% caused significant decreases in G*sin δ, based on the susceptibility of asphalt molecules to accept oil molecules in their network links. (4) The extracted measurements from the BBR tests indicated that modification with SIS and PO improved the low-temperature cracking resistance significantly. Comparison of asphalt binders modified with 6% and 12% PO and the same SIS content showed significant changes in modification with 12% PO rather than 6%.</description><identifier>ISSN: 2071-1050</identifier><identifier>EISSN: 2071-1050</identifier><identifier>DOI: 10.3390/su15129464</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Aging ; Aging (artificial) ; Asphalt ; Asphalt pavements ; Binders ; Binders (materials) ; Highway construction ; Isoprene ; Low temperature ; Low temperature resistance ; Materials fatigue ; Oil ; Rheological properties ; Rheometers ; Roads & highways ; Styrene ; Styrenes ; Sustainability ; Temperature ; Thin films ; Variance analysis ; Viscoelasticity ; Viscometers ; Viscosity ; Workability</subject><ispartof>Sustainability, 2023-06, Vol.15 (12), p.9464</ispartof><rights>COPYRIGHT 2023 MDPI AG</rights><rights>2023 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/). 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(2) The study showed that the incorporation of processed oil led to a reduction in rutting performance of the asphalt binder. However, the addition of SIS resulted in a notable enhancement of rutting resistance. (3) The role of processed oil as co-modifier at concentrations of 6% and 12% caused significant decreases in G*sin δ, based on the susceptibility of asphalt molecules to accept oil molecules in their network links. (4) The extracted measurements from the BBR tests indicated that modification with SIS and PO improved the low-temperature cracking resistance significantly. Comparison of asphalt binders modified with 6% and 12% PO and the same SIS content showed significant changes in modification with 12% PO rather than 6%.</description><subject>Aging</subject><subject>Aging (artificial)</subject><subject>Asphalt</subject><subject>Asphalt pavements</subject><subject>Binders</subject><subject>Binders (materials)</subject><subject>Highway construction</subject><subject>Isoprene</subject><subject>Low temperature</subject><subject>Low temperature resistance</subject><subject>Materials fatigue</subject><subject>Oil</subject><subject>Rheological properties</subject><subject>Rheometers</subject><subject>Roads & highways</subject><subject>Styrene</subject><subject>Styrenes</subject><subject>Sustainability</subject><subject>Temperature</subject><subject>Thin films</subject><subject>Variance analysis</subject><subject>Viscoelasticity</subject><subject>Viscometers</subject><subject>Viscosity</subject><subject>Workability</subject><issn>2071-1050</issn><issn>2071-1050</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpVkc1KAzEQxxdRsGgvPkHAiwqt-dh0N8da_ChUKq6el2x2YiPbTU2yaD35Dr6hT2KkBXXmMH-G338GZpLkiOAhYwKf-45wQkU6SneSHsUZGRDM8e4fvZ_0vX_GMRgjgox6iZsspJMqgDPvMhjbIqtR0fkgTSurBtDYrxayCejCtDU4j25tbbSBGr2asEBFWDto4evjc-rtaiu3TXRSTItTJNsa3TmrwPvompvmMNnTsvHQ39aD5PHq8mFyM5jNr6eT8WygGM3CIBc0A5kTxSXXeaYzqqpU8VpITNOKZlipHAQonmZU0qpimgmVAuOVFpJzyg6S483clbMvHfhQPtvOtXFlSXMq8hynBEdquKGeZAOlabUN8R4xa1gaZVvQJvbHGc9Z3DQaRcPpP0NkAryFJ9l5X06L-__s2YZVznrvQJcrZ5bSrUuCy5-flb8_Y99UcoqK</recordid><startdate>20230601</startdate><enddate>20230601</enddate><creator>Hemmati, Navid</creator><creator>Yun, Jihyeon</creator><creator>Mazumder, Mithil</creator><creator>Lee, Moon-Sup</creator><creator>Lee, Soon-Jae</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ISR</scope><scope>4U-</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><orcidid>https://orcid.org/0000-0003-4185-6983</orcidid><orcidid>https://orcid.org/0000-0002-2543-6981</orcidid><orcidid>https://orcid.org/0000-0001-6997-3976</orcidid></search><sort><creationdate>20230601</creationdate><title>Characterization of Sustainable Asphalt Binders Modified with Styrene–Isoprene–Styrene (SIS) and Processed Oil</title><author>Hemmati, Navid ; Yun, Jihyeon ; Mazumder, Mithil ; Lee, Moon-Sup ; Lee, Soon-Jae</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c327t-8927ea81c5a5f87f72cb4c5d9a024b270cc8e9ec5472a2bb3f39c4e35bf9a5523</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Aging</topic><topic>Aging (artificial)</topic><topic>Asphalt</topic><topic>Asphalt pavements</topic><topic>Binders</topic><topic>Binders (materials)</topic><topic>Highway construction</topic><topic>Isoprene</topic><topic>Low temperature</topic><topic>Low temperature resistance</topic><topic>Materials fatigue</topic><topic>Oil</topic><topic>Rheological properties</topic><topic>Rheometers</topic><topic>Roads & highways</topic><topic>Styrene</topic><topic>Styrenes</topic><topic>Sustainability</topic><topic>Temperature</topic><topic>Thin films</topic><topic>Variance analysis</topic><topic>Viscoelasticity</topic><topic>Viscometers</topic><topic>Viscosity</topic><topic>Workability</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hemmati, Navid</creatorcontrib><creatorcontrib>Yun, Jihyeon</creatorcontrib><creatorcontrib>Mazumder, Mithil</creatorcontrib><creatorcontrib>Lee, Moon-Sup</creatorcontrib><creatorcontrib>Lee, Soon-Jae</creatorcontrib><collection>CrossRef</collection><collection>Gale In Context: Science</collection><collection>University Readers</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</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>ProQuest Central China</collection><jtitle>Sustainability</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hemmati, Navid</au><au>Yun, Jihyeon</au><au>Mazumder, Mithil</au><au>Lee, Moon-Sup</au><au>Lee, Soon-Jae</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Characterization of Sustainable Asphalt Binders Modified with Styrene–Isoprene–Styrene (SIS) and Processed Oil</atitle><jtitle>Sustainability</jtitle><date>2023-06-01</date><risdate>2023</risdate><volume>15</volume><issue>12</issue><spage>9464</spage><pages>9464-</pages><issn>2071-1050</issn><eissn>2071-1050</eissn><abstract>The current study aims to evaluate the viscosity and rheological properties of PG 64-22 modified with Styrene–Isoprene–Styrene (SIS) and Processed Oil (PO) to enhance asphalt binder properties. Performance properties were measured at high, intermediate, and low temperatures. PG 64-22 was blended with SIS and Processed Oil at three levels (5%, 10%, and 15% by weight of binder) and two concentrations (6% and 12% by weight of binder), respectively. Modified binders underwent two short and long artificial aging processes, through the spinning of the thin film in an RTFO oven and a pressure aging vessel (PAV). The Superpave binder evaluations were carried out using a rotational viscometer (RV), dynamic shear rheometer (DSR), and bending beam rheometer (BBR). According to the findings of the research, the addition of SIS caused higher values of viscosity, but when co-modified with processed oil, there was a substantial decrease in viscosity values. As a result, workability was improved. (1) It was observed that a greater reduction in viscosity was achieved when the processed oil was present at a higher concentration at 135 °C compared to a lower concentration. (2) The study showed that the incorporation of processed oil led to a reduction in rutting performance of the asphalt binder. However, the addition of SIS resulted in a notable enhancement of rutting resistance. (3) The role of processed oil as co-modifier at concentrations of 6% and 12% caused significant decreases in G*sin δ, based on the susceptibility of asphalt molecules to accept oil molecules in their network links. (4) The extracted measurements from the BBR tests indicated that modification with SIS and PO improved the low-temperature cracking resistance significantly. Comparison of asphalt binders modified with 6% and 12% PO and the same SIS content showed significant changes in modification with 12% PO rather than 6%.</abstract><cop>Basel</cop><pub>MDPI AG</pub><doi>10.3390/su15129464</doi><orcidid>https://orcid.org/0000-0003-4185-6983</orcidid><orcidid>https://orcid.org/0000-0002-2543-6981</orcidid><orcidid>https://orcid.org/0000-0001-6997-3976</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Aging Aging (artificial) Asphalt Asphalt pavements Binders Binders (materials) Highway construction Isoprene Low temperature Low temperature resistance Materials fatigue Oil Rheological properties Rheometers Roads & highways Styrene Styrenes Sustainability Temperature Thin films Variance analysis Viscoelasticity Viscometers Viscosity Workability |
title | Characterization of Sustainable Asphalt Binders Modified with Styrene–Isoprene–Styrene (SIS) and Processed Oil |
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