Shear Deformation Behavior of a Double-Layer Asphalt Mixture Based on the Virtual Simulation of a Uniaxial Penetration Test

This paper aims to clarify the shear deformation behavior of double-layer asphalt mixtures using the virtual uniaxial penetration test (UPT) with a discrete element method. For this purpose, asphalt mixtures with two different nominal maximum aggregate sizes were designed for the preparation of doub...

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Detalles Bibliográficos
Autores principales: Kou, Changjiang, Pan, Xiaohui, Xiao, Peng, Kang, Aihong, Wu, Zhengguang
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7504619/
https://www.ncbi.nlm.nih.gov/pubmed/32825709
http://dx.doi.org/10.3390/ma13173700

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7504619/
https://www.ncbi.nlm.nih.gov/pubmed/32825709
http://dx.doi.org/10.3390/ma13173700

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