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contributor authorLan Ngoc Nguyen
contributor authorHosin “David” Lee
contributor authorLam Tung Bui
contributor authorYoung-ik Kim
contributor authorVan Quyet Truong
contributor authorMay Huu Nguyen
contributor authorDu Van Nguyen
date accessioned2025-08-17T22:57:06Z
date available2025-08-17T22:57:06Z
date copyright7/1/2025 12:00:00 AM
date issued2025
identifier otherJMCEE7.MTENG-19501.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307685
description abstractIn Central Vietnam, the aggregate typically originates from highly acidic rocks containing a significant amount of silicon dioxide (SiO2), leading to poor adhesion quality with virgin asphalt binder. Hence, the asphalt mixture production usually needs to utilize adhesion promoters. Based on the chemical compositions of the sample aggregate (up to 72.3% SiO2), research has been conducted to introduce an adhesive agent called rubber modified compound (RMC-160), which is composed of styrene–butadiene–styrene (SBS) with petroleum hydrocarbon resin, treated clay and mineral oil. This article presents the research findings regarding the adhesion effectiveness of RMC-160–modified asphalt binder to high acid-based aggregate through laboratory and field tests, along with the mixture performance under both short-term oven aging (STOA) and long-term oven aging (LTOA). The test results exhibited remarkable effects, whereby the asphalt binder modified with RMC-160 additive significantly increased the adhesion level from Grade 2 to Grade 4, and the asphalt mixtures containing RMC-160 had lower rutting and higher cracking tolerance (CTIndex) under both the STOA and LTOA conditions.
publisherAmerican Society of Civil Engineers
titleImproving the Performance of Asphalt Mixtures with Highly Acidic Aggregates in Central Vietnam Using Modifier Based on Styrene–Butadiene–Styrene and Rosin Resin
typeJournal Article
journal volume37
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-19501
journal fristpage04025191-1
journal lastpage04025191-13
page13
treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007
contenttypeFulltext


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