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contributor authorKate Ann Nguyen
contributor authorPanagiotis A. Danoglidis
contributor authorEfstathios I. Meletis
contributor authorMaria S. Konsta-Gdoutos
date accessioned2022-05-07T20:11:38Z
date available2022-05-07T20:11:38Z
date issued2022-03-02
identifier other(ASCE)MT.1943-5533.0004221.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282100
description abstractThe inclusion of recycled plastics into hot-mix asphalt is highly desirable for improved pavement performance. In this study, the need for enhanced compatibility between the components and increased mechanical performance of asphalt (AS) and polyethylene (PE) blends was addressed through the use of dispersed/exfoliated nanoclays (NC). Fourier-transform infrared (FTIR) spectroscopy showed evidence of new chemical interactions of the dispersed NC-d within the AS/PE matrix, suggesting a better-blended phase morphology. The layered silicate plate-like morphology of dispersed/exfoliated NC, identified by scanning electron microscopy, SEM, observations, promotes a greater adhesion between asphalt and polyethylene, leading to significant enhancements in all mechanical properties of viscoelastic AS/PE/NC-d blend. Indirect tensile (IDT) strength, uniaxial compression, and compression fatigue tests were performed on AS/PE blends modified by “as received” and dispersed/exfoliated NCs. The effective modification of the AS/PE blend with the dispersed/exfoliated NC-d is demonstrated by a significant improvement in IDT strength (40%), cracking tolerance index (26%), failure energy (22%), compressive strength (42%), and dynamic modulus (44%).
publisherASCE
titleEnhanced Pavement Performance and Improved Stability of Asphalt and Recycled Plastic Blends Modified by Exfoliated Clay Nanoplatelets
typeJournal Paper
journal volume34
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004221
journal fristpage04022075
journal lastpage04022075-10
page10
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 005
contenttypeFulltext


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