Content
Frontiers of Structural and Civil Engineering >> 2012, Volume 6, Issue 4 doi: 10.1007/s11709-012-0178-2
Development of a constitutive model for rockfills and similar granular materials based on the disturbed state concept
Department of the Civil Engineering, The University of Guilan, Rasht, Iran
Abstract
Keywords
constitutive model ; granular material ; rockfill ; plasticity ; disturbed state concept ; stress level
Content