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contributor authorJiuguang Geng
contributor authorXiaohui Sun
contributor authorMingyuan Chen
contributor authorQian Lan
contributor authorWenhao Wang
contributor authorDongliang Kuang
date accessioned2022-08-18T12:22:52Z
date available2022-08-18T12:22:52Z
date issued2022/05/20
identifier other%28ASCE%29MT.1943-5533.0004311.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286525
description abstractAbundant crushed pebbles are used as substitutes for high-quality aggregate to solve the shortage of asphalt pavement aggregate in Tibet. However, since crushed pebbles belong to acid aggregates with a smooth surface, the adhesion between them and asphalt binder and its improvement measures need further study. Thus, the solvent elution method was used to verify the adhesion between the asphalt binder and various aggregates, and the microscopic changes of the eluted asphalt binder were analyzed by Fourier transform infrared (FTIR) and gel permeation chromatography (GPC). The results show that the freeze-thaw splitting strength ratios of various asphalt mixtures with crushed pebbles were all above 80%. The addition of mineral powder enhanced the absorption from resins and asphaltenes in the aggregate’s surface. Also, the joint action of cement and antistripping agent improved the absorption capacity of aggregates to molecules. Furthermore, there was a significant correlation (r>0.5) between the weight average molecular weight and performance indexes of asphalt mixture, indicating that the solvent elution method has certain guiding significance for the study of adhesion between the asphalt binder and aggregate.
publisherASCE
titleRelationship of Adhesion Performance between Asphalt Binder Using Solvent Elution Method and Crushed Pebbles Asphalt Mixture
typeJournal Article
journal volume34
journal issue8
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004311
journal fristpage04022162
journal lastpage04022162-11
page11
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 008
contenttypeFulltext


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