publication . Article . 2004

Modeling rate effects in undrained loading of sands

N Boukpeti; Z Mróz; A Drescher;
Restricted
  • Published: 01 Apr 2004 Journal: Canadian Geotechnical Journal, volume 41, pages 342-350 (issn: 0008-3674, eissn: 1208-6010, Copyright policy)
  • Publisher: Canadian Science Publishing
Abstract
<jats:p> The present technical note extends the previous work by the authors concerned with formulation of a constitutive model of elastoplastic response of sands (Superior sand model) and its application to the analyses of static liquefaction and instability states in triaxial compression and extension occurring in the undrained deformation of saturated granular materials. To account for time-dependent behavior and strain rate effects, an elastic, viscoplastic extension of the model to triaxial compression is proposed. The constitutive equations derived are used to predict the model response in different loading histories. In particular, strain rate and stress ...
Subjects
free text keywords: Geotechnical Engineering and Engineering Geology
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