Pile foundation analysis: a simple approach to nonlinearity effects

 

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 …


AUTORI: Caputo V. Viggiani C.
RIG ANNO:1983 NUMERO:1
Numero di pagine: 32


Allegato: https://associazionegeotecnica.it/wp-content/uploads/2010/09/RIG_1984_1_32.pdf
Allegato:
Articolo completo: https://associazionegeotecnica.it/wp-content/uploads/2010/09/RIG_1984_1_32.pdf