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Publications by [Caldeira L.]

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<p>The design of a shallow foundation with eccentric loading is presented for the ultimate limit state of the bearing resistance, according to the formulation presented in annex D of NP EN 1997-1:2010. Probabilistic and deterministic methods were used. Concerning ...
Reference: ISGSR 2011 - Vogt, Schuppener, Straub & Bräu (eds) - © 2011 Bundesanstalt für Wasserbau