Show simple item record

dc.contributor.authorShanshan Xu
dc.contributor.authorDaheng Sun
dc.contributor.authorXinxin Zhang
dc.date.accessioned2025-04-20T10:05:45Z
dc.date.available2025-04-20T10:05:45Z
dc.date.copyright10/26/2024 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJPEODX.PVENG-1529.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303977
dc.description.abstractThe properties of reclaimed asphalt were studied using peanut oil residue (POR) as a regenerant. The preparation, chemical composition, and rheological properties of POR regenerant were studied. GC-MS and FITR studies of the chemical composition of reclaimed asphalt found that there was a large amount of light oil in POR. After the addition of bio-oil, the functional group index of the aged asphalt showed a downward trend, indicating that it can effectively adjust the asphalt components. The rheological properties of 90# asphalt after pressure aging vessel (PAV) aging were tested by adding 3%, 6%, 9%, 12%, and 15% POR regenerator. In the aspect of low-temperature performance, with the increase in bio-oil content the m-value continued to increase and the S value continued to decrease. When the content of POR was in the range of 3%–6%, the performance index of the asphalt after aging and regeneration reached the level of the matrix asphalt. When the temperature dropped to −22°C, the low-temperature performance index of the asphalt decreased as the content of POR regenerant was slightly increased. In terms of high-temperature performance, the use of POR as a regenerant can alleviate the declining trend in the fatigue durability curve of the complex modulus of recycled asphalt, in which 9% POR can effectively restore fatigue resistance.
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy of Aging Asphalt Recovery Using Peanut Oil Residue as a Biomass Regenerator
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue1
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.PVENG-1529
dc.journal.fristpage04024050-1
dc.journal.lastpage04024050-11
dc.page11
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2025:;Volume ( 151 ):;issue: 001
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record