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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....
| Autores principales: | , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Elsevier
2019
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| 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 |