In this paper, a simple method to account for the effects of nonlinearities in the analysis of pile foundations is presented. A short outline of current methods of analysis is hrst given; a simple approach is then proposed to account for the influence of the nonlinear response of a single pile on the distribution of a given load. The results obtained following this approach are presented and discussed, and some final considerations are given.
In this paper, a simple method to account for the effects of nonlinearities in the analysis of pile foundations is presented. A short outline of current methods of analysis is hrst given; a simple approach is then proposed to account for the influence of the nonlinear response of a single pile on the distribution of a given load. The results obtained following this approach are presented and discussed, and some final considerations are given.
In this paper, a simple …
AUTORI: Caputo V. Viggiani C. RIG ANNO: 1983 NUMERO: 1 Numero di pagina: 32
Allegato: https://associazionegeotecnica.it/wp-content/uploads/2010/09/RIG_1984_1_32.pdf
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Articolo completo: https://associazionegeotecnica.it/wp-content/uploads/2010/09/RIG_1984_1_32.pdf