Possibilities and limitations of the Prevost model for the modelling of cohesionless soil cyclic behavior

B. Cerfontaine, R. Charlier, F. Collin

Research output: Contribution to conferencePaperpeer-review

2 Citations (Scopus)

Abstract

The Prevost's model is currently used to model cyclic behaviour of soils especially in earthquake engineering. The original model is able to capture the main features of cyclic behaviour: pore pressure build up and plastic deformation accumulation. But accurate modelling of laboratory tests requires improvements. Enhanced models exist but require a lot of parameters that make them cumbersome for practical purpose. A suction caisson, part of a tripod offshore foundation for wind turbines is modelled. Possibilities of the Prevost's model are highlighted compared with a classical Drucker-prager model.

Original languageEnglish
Pages1451-1454
Number of pages5
Publication statusPublished - 1 Jan 2013
Event18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013 - Paris, France
Duration: 2 Sept 20136 Sept 2013

Conference

Conference18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013
Country/TerritoryFrance
CityParis
Period2/09/136/09/13

Keywords

  • Constitutive behaviour
  • Cyclic behaviour
  • Foundations
  • Soil mechanics

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology

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