Analytical model for friction piles in consolidating soft soils
ABSTRACT In this paper, a simplified analytical model for the design of friction piles foundations in an environment that is prone to regional subsidence is presented. The model is based on Mindlin's equations and was originally proposed by Reséndiz and Auvinet. Some important modifications of...
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| Autores principales: | , |
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| Lenguaje: | English |
| Publicado: |
Universidad de Tarapacá.
2019
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| Materias: | |
| Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-33052019000200295 |
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