Kinematic limit analysis has been applied to the analysis of the trial embankment built to failure at the Sallédes LPC experimental site. Two dimensional and three-dimensional finite element models were used.
They gave promising results with respect to the applicability of this type of analysis to complicated slope stability problems. The paper briefly describes the finite element technique used, then presents 2D and 3D results.
Kinematic limit analysis has been applied to the analysis of the trial embankment built to failure at the Sallédes LPC experimental site. Two dimensional and three-dimensional finite element models were used.
They gave promising results with respect to the applicability of this type of analysis to complicated slope stability problems. The paper briefly describes the finite element technique used, then presents 2D and 3D results.
Kinematic limit analysi …
AUTORI: Sassi K., Magnan G.P. RIG ANNO: 1998 NUMERO: 1 Numero di pagina: 56
Allegato: https://associazionegeotecnica.it/wp-content/uploads/2010/05/RIG_1999_1_56.pdf
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Articolo completo: https://associazionegeotecnica.it/wp-content/uploads/2010/05/RIG_1999_1_56.pdf