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contributor authorZhuohui Tao
contributor authorShihui Shen
contributor authorHuayang Yu
contributor authorYuchun Zou
contributor authorLin Wen
date accessioned2024-12-24T10:37:44Z
date available2024-12-24T10:37:44Z
date copyright8/1/2024 12:00:00 AM
date issued2024
identifier otherJMCEE7.MTENG-17678.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299269
description abstractA compound warm-mix asphalt (WMA) technology, surfactant-foamed asphalt (SFA), was proposed to promote warm-mix reclaimed asphalt pavement technology and provide engineering and environmental benefits through nonrenewable materials recycling, cost saving, and energy and emissions reduction. The blending efficiency is critical for the design of SFA warm-mix reclaimed asphalt pavement (SFA-WMRAP) incorporating higher levels of RAP. This study investigated the blending efficiency of virgin and aged asphalt in SFA-WMRAP containing high RAP content. First, the effects of foaming temperature and foaming-surfactant additive dosage on the foaming characteristics and rheological properties of SFA were investigated, and the optimal foaming conditions were determined. Next, an atomic force microscope (AFM) test and fluorescence microscopy (FM) test were used to quantify its blending efficiency after using the stage extraction method. Results indicated that SFA under optimal foaming temperature and surfactant content achieved better workability, rutting resistance, and fatigue resistance. SFA-WMRAP with high RAP content showed a similar blending efficiency compared with the hot-mix process by using the gray mean value as an evaluating index, exhibiting great potential to promote WMRAP for incorporating high contents of RAP.
publisherAmerican Society of Civil Engineers
titleEvaluating Surfactant-Foamed Warm Reclaimed Asphalt and Its Blending Efficiency
typeJournal Article
journal volume36
journal issue8
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-17678
journal fristpage04024219-1
journal lastpage04024219-11
page11
treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008
contenttypeFulltext


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