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dc.contributor.authorJianying Hu
dc.contributor.authorLin Xu
dc.contributor.authorTeng Yin
dc.contributor.authorTao Ma
dc.date.accessioned2024-12-24T09:59:26Z
dc.date.available2024-12-24T09:59:26Z
dc.date.copyright12/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJPEODX.PVENG-1405.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298087
dc.description.abstractWith the increasing consideration of sustainability in infrastructure materials, both modified asphalt and warm-mix asphalt have received remarkable attention. However, little is known about characteristics of warm-mix styrene-butadiene-styrene (SBS) modified asphalt with foaming technique (FWMA-SBS). The present study is dedicated to optimizing fabrication of the FWMA-SBS binder and investigating the performance of the foamed SBS-modified asphalt mixture. To achieve desirable foaming characteristics, the FWMA-SBS binder is produced at foaming temperature of 130°C, water content of 2.0%, and air pressure of 0.55 MPa. The production temperature of the FWMA-SBS mixture is significantly lowered by 20°C compared to traditional SBS-modified asphalt mixture. It has demonstrated that engineering performance of FWMA-SBS binder coincides with the mixture. The FWMA-SBS mixture features better low-temperature cracking resistance and fatigue performance, while it exhibits lower rutting resistance and similar moisture stability in comparison with a traditional SBS-modified asphalt mixture. The sustainability assessment verifies that compared to conventional SBS-modified asphalt mixture, the production of 1 ton of FWMA-SBS mixture leads to energy savings of 9.8%, cost reduction of $1.81, and less energy associated with CO2 by 9.8%. The research accomplishments promote the utilization of the foamed SBS-modified asphalt, realizing the pavement sustainability from principles to practices.
dc.publisherAmerican Society of Civil Engineers
dc.titleEngineering Performance and Sustainability Assessment of Warm-Mix SBS-Modified Asphalt Mixture with Foaming Technique
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue4
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.PVENG-1405
dc.journal.fristpage04024045-1
dc.journal.lastpage04024045-12
dc.page12
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 004
dc.contenttypeFulltext


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