Ultimate bearing capacity at the tip of a pile in rock based on the modifed Hoek-Brown criterion
| Data(s) |
01/10/2014
|
|---|---|
| Resumo |
Highlights of this paper: a method for calculating the ultimate bearing capacity at the tip of a pile is presented; ultimate bearing capacity is generalized for the modified Hoek–Brown criterion; perfect plasticity, isotropy, weightless rock media, without inertial forces, Meyerhof׳s hypothesis are considered; all the formulation can be programmed in a spreadsheet. |
| Formato |
application/pdf |
| Identificador | |
| Idioma(s) |
eng |
| Publicador |
E.T.S.I. Caminos, Canales y Puertos (UPM) |
| Relação |
http://oa.upm.es/36072/7/INVE_MEM_2014_196869.pdf http://www.sciencedirect.com/science/article/pii/S1365160914001762# info:eu-repo/semantics/altIdentifier/doi/10.1016/j.ijrmms.2014.07.006 |
| Direitos |
http://creativecommons.org/licenses/by-nc-nd/3.0/es/ info:eu-repo/semantics/openAccess |
| Fonte |
International Journal of Rock Mechanics and Mining Sciences, ISSN 1365-1609, 2014-10, Vol. 71 |
| Palavras-Chave | #Ingeniería Civil y de la Construcción #Mecánica |
| Tipo |
info:eu-repo/semantics/article Artículo PeerReviewed |
