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contributor authorHuixia Li
contributor authorYan Liang
contributor authorRuohan Chen
contributor authorJinping Zhuang
contributor authorZhengtao He
contributor authorXiang-bing Xie
date accessioned2025-04-20T10:05:57Z
date available2025-04-20T10:05:57Z
date copyright8/29/2024 12:00:00 AM
date issued2024
identifier otherJMCEE7.MTENG-18369.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303985
description abstractThis research conducted a comprehensive assessment of how aging processes and the powder to binder ratio (P/B ratio) influence asphalt mortar’s performance. Analysis demonstrated that all tested performance metrics significantly differed (P<0.05), signifying a notable effect of the aging process, particularly long-term thermal oxidation aging, on key properties such as ductility and the complex shear modulus (G*). Adjusting the P/B ratio enables precise control over the rate of aging and the asphalt mixture’s functional characteristics. The optimal P/B ratio, found to be between 0.8 and 1.0, effectively balances aging properties with mechanical strength. Moreover, a detailed analysis of the four main asphalt components shed light on aging’s effects on both the composition and functionality of asphalt, highlighting the critical role of component dynamics in designing and assessing asphalt mixtures. Additionally, the study introduces a predictive model that uses linear regression to compute five parameters (β0 to β4), forming equations for various performance metrics. This facilitates optimized selection and combination of asphalt components at the design stage.
publisherAmerican Society of Civil Engineers
titleStudy of the Aging Behavior of Asphalt Mastic: Impact of the Powder-to-Binder Ratio and the Aging Method
typeJournal Article
journal volume36
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-18369
journal fristpage04024368-1
journal lastpage04024368-12
page12
treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 011
contenttypeFulltext


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