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contributor authorChongzhi Tu
contributor authorRong Luo
contributor authorTingting Huang
date accessioned2022-02-01T22:02:55Z
date available2022-02-01T22:02:55Z
date issued9/1/2021
identifier other%28ASCE%29MT.1943-5533.0003847.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272512
description abstractTwo common test methods measure the surface energy of asphalt binders: the Wilhelmy plate method and the sessile drop method. In contrast to the sessile drop method, the Wilhelmy plate method introduces the influence of infiltration velocity. As a result, significant differences exist between the Wilhelmy plate method and the sessile drop method in determining the surface energy of the same asphalt binder, despite the fact that the surface energy of the asphalt is constant. To solve the problem caused by infiltration velocity, mathematical models were developed for test samples when the contact angle was obtuse, right, and acute, respectively, to determine the actual dynamic contact angles when considering the influence of infiltration velocity in the Wilhelmy plate method. Based on the relationship between the actual dynamic contact angle and infiltration velocity, a modified Wilhelmy plate calculation method is proposed. The measurements and analyses reflect that the modified Wilhelmy plate calculation method is capable of reducing deviation of asphalt surface energy measured by the Wilhelmy plate method and sessile drop method to less than 10%.
publisherASCE
titleInfluence of Infiltration Velocity on the Measurement of the Surface Energy Components of Asphalt Binders Using the Wilhelmy Plate Method
typeJournal Paper
journal volume33
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003847
journal fristpage04021243-1
journal lastpage04021243-12
page12
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 009
contenttypeFulltext


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