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Prediction of Seismic Slope Displacements by Dynamic Stick-Slip Analyses

Journal Article · · AIP Conference Proceedings
DOI:https://doi.org/10.1063/1.2963873· OSTI ID:21149015
 [1];  [1];  [2];  [1]
  1. University of Calabria (Italy)
  2. University of Naples 'Federico II' (Italy)
A good-working balance between simplicity and reliability in assessing seismic slope stability is represented by displacement-based methods, in which the effects of deformability and ductility can be either decoupled or coupled in the dynamic analyses. In this paper, a 1D lumped mass 'stick-slip' model is developed, accounting for soil heterogeneity and non-linear behaviour, with a base sliding mechanism at a potential rupture surface. The results of the preliminary calibration show a good agreement with frequency-domain site response analysis in no-slip conditions. The comparison with rigid sliding block analyses and with the decoupled approach proves that the stick-slip procedure can result increasingly unconservative for soft soils and deep sliding depths.
OSTI ID:
21149015
Journal Information:
AIP Conference Proceedings, Journal Name: AIP Conference Proceedings Journal Issue: 1 Vol. 1020; ISSN APCPCS; ISSN 0094-243X
Country of Publication:
United States
Language:
English

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