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Numerical analysis of lime stabilized capping under embankments based on expansive subgrades

This paper investigates the efficacy of an alternative construction methodology proposed by the authors in the form of a ‘C’-shaped lime stabilized capping. It is used for confining expansive clay subgrade soil under embankments carrying flexible pavement at their top, to enhance their performance....

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Detalles Bibliográficos
Autores principales: Anaokar, Manoj, Mhaiskar, Sharad
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2019
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6819810/
https://www.ncbi.nlm.nih.gov/pubmed/31687568
http://dx.doi.org/10.1016/j.heliyon.2019.e02473