Empirical Shaft Resistance of Driven Piles Penetrating Weak Rock

In this paper, an empirical relationship between the Unconfined Compressive Strength (UCS) of intact rock and the unit shaft resistance of piles penetrating rock is investigated. A growing number of civil engineering projects are utilizing steel piles driven into rock where a significant portion of...

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Detalles Bibliográficos
Autores principales: Barrett, John W., Prendergast, Luke J.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Springer Vienna 2020
Materias:
Original Paper
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7679340/
https://www.ncbi.nlm.nih.gov/pubmed/33239836
http://dx.doi.org/10.1007/s00603-020-02228-7

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7679340/
https://www.ncbi.nlm.nih.gov/pubmed/33239836
http://dx.doi.org/10.1007/s00603-020-02228-7

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