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contributor authorGuihai Nie
contributor authorWenke Huang
contributor authorKuanghuai Wu
contributor authorXu Cai
contributor authorJiandong Huang
contributor authorJiawen Xie
contributor authorYuqi Zheng
date accessioned2024-12-24T10:36:03Z
date available2024-12-24T10:36:03Z
date copyright9/1/2024 12:00:00 AM
date issued2024
identifier otherJMCEE7.MTENG-17398.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299220
description abstractCarbon nanotube (CNT) is a material with high modulus, high tensile strength, good flexibility and large specific surface area. This material has become very popular and has been also applied as an asphalt modifier. In the current research, multi-walled carbon nanotubes (MWCNTs) and styrene-butadiene-styrene (SBS) were employed as modifiers to fabricate MWCNTs/SBS composite-modified asphalt binder (hereinafter referred to as MCSA). The technical performance of MCSA was evaluated by performance tests and the optimal content of MWCNTs was determined. MCSA dispersion characteristics and interactions of components were investigated by microscopic test methods. Interactions of molecules and tensile behavior of MWCNTs in MCSA were explored by molecular dynamics (MD) simulation. The modification mechanism of MWCNTs was studied at the macro, micro and molecular levels. The following conclusions were drawn: According to macroscopic test results, the optimal content range of MWCNTs was 0.4% to 0.6%. MWCNTs modification process on asphalt binder was a physical modification. MWCNTs enhanced interactions among components and this effect was most obvious when MWCNTs content was 0.6%. The results of the macroscopic test were verified by the microscopic test. MWCNTs molecules could couple with SBS modifier as well as asphalt component molecules, thereby enhancing the interaction of each component in the system. MWCNTs mainly enhanced molecular interactions by increasing van der Waals energy in MCSA system, to make it more stable. MWCNTs do not break during the pull-out process. The molecules of asphalt component, SBS modifier and MWCNTs penetrated each other, which enhanced system stability to resist external loads and improved the mechanical properties of MCSA.
publisherAmerican Society of Civil Engineers
titleModification Mechanism of MWCNTs and SBS Composite-Modified Asphalt Binder: Laboratory Investigation and Molecular Dynamic Simulation
typeJournal Article
journal volume36
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-17398
journal fristpage04024279-1
journal lastpage04024279-16
page16
treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009
contenttypeFulltext


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