Cargando…
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....
Autores principales: | , |
---|---|
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 |