Study on Creep Behavior Of Asphalt Mixture Based on Discrete Element Method

A three-dimensional (3D) microstructure-based discrete element (DE) model was developed to study the creep behaviour of high viscoelastic asphalt sand (HVAS) with the uniaxial compression creep tests. The three-point bending creep tests of asphalt mortar were carried out in order to obtain the param...

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Bibliographic Details
Main Authors: Youlin Ye, Yazhen Sun, Lin Gao, Zhuang Ma, Xingwei Xue
Format: Article
Language:English
Published: RTU Press 2020-09-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/4163