The experimental evidence on the behaviour of piles under lateral loading, by full scale and centrifuge tests, is reviewed. The load – deflection relationship is non linear from the early stages of loading, while the load – moment relationship is nearly linear. Some influence of the installation technique, usually neglected, is evident; it deserves further investigations. A simple procedure to evaluate the maximum bending moment in the pile shaft is presented and assessed. Keywords: installation technique, horizontal load, piles

Piles under horizontal load: an overview / Russo, Gianpiero; Viggiani, Carlo. - STAMPA. - (2008), pp. 61-80.

Piles under horizontal load: an overview

RUSSO, GIANPIERO;VIGGIANI, CARLO
2008

Abstract

The experimental evidence on the behaviour of piles under lateral loading, by full scale and centrifuge tests, is reviewed. The load – deflection relationship is non linear from the early stages of loading, while the load – moment relationship is nearly linear. Some influence of the installation technique, usually neglected, is evident; it deserves further investigations. A simple procedure to evaluate the maximum bending moment in the pile shaft is presented and assessed. Keywords: installation technique, horizontal load, piles
2008
Piles under horizontal load: an overview / Russo, Gianpiero; Viggiani, Carlo. - STAMPA. - (2008), pp. 61-80.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/425603
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