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The Relationship between Dynamic and Static Deformation Modulus of Unbound Pavement Materials Used for Their Quality Control Methodology

In the present study, credible analytical and numerical models are developed in order to explain the apparent discrepancies in the ratios of static and dynamic deformation models for assessing the quality of mechanical efficiency of transport structures in Central Europe. Through of experience, auth...

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Detalles Bibliográficos
Autores principales: Decký, Martin, Drusa, Marian, Papán, Daniel, Šrámek, Juraj
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9031290/
https://www.ncbi.nlm.nih.gov/pubmed/35454615
http://dx.doi.org/10.3390/ma15082922