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dc.contributor.authorSongqiang Chen
dc.contributor.authorDongsheng Wang
dc.contributor.authorDecheng Feng
dc.contributor.authorDazhi Guo
dc.date.accessioned2022-01-30T21:37:32Z
dc.date.available2022-01-30T21:37:32Z
dc.date.issued9/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29EM.1943-7889.0001808.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268548
dc.description.abstractSince the linear elastic layered theory was developed in 1940s, it has been widely used to evaluate asphalt pavement soundness, and the mechanical responses have been used to analyze the bearing capacity of pavement structures and top-down fatigue cracking. However, there is poor convergence of mechanical responses on the surface of the top layer. Therefore, this article proposes an approach to quickly and accurately determine the mechanical response of asphalt pavement surfaces. This approach separates the equations for calculating the mechanical response into two parts, and then the two parts are solved according to the convergence of integrals of surface mechanical responses. The result shows that the surface point calculation method cannot only ensure the accuracy of calculation, but also greatly improve the efficiency of calculation. This approach provides an effective tool to determine mechanical responses.
dc.publisherASCE
dc.titleFast and Accurate Method for Calculating the Surface Mechanical Responses of Asphalt Pavements
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue9
dc.journal.titleJournal of Engineering Mechanics
dc.identifier.doi10.1061/(ASCE)EM.1943-7889.0001808
dc.page7
dc.treeJournal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 009
dc.contenttypeFulltext


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