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Compaction and Liquefaction of a Sandy Layer: Simulation of Shaking Table Experiments

Author(s):

Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 4, v. 59
Page(s): 509-521
DOI: 10.2478/ace-2013-0028
Abstract:

This paper presents numerical simulations of the behavior of a sandy layer subjected to a cyclic horizontal acceleration in shaking table tests, with a particular attention focused on the settlements of a dry sand layer, and on the liquefaction of saturated sand. A compaction/liquefaction model (C/L) is applied to these simulations. The influence of specific parameters of the model on the compaction and liquefaction of a sandy layer is shown and discussed. The results of simulations are compared with selected experimental data.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.2478/ace-2013-0028.
  • About this
    data sheet
  • Reference-ID
    10476963
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
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