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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...
| Autores principales: | , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Springer Vienna
2020
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| 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 |