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Triggering a Shear Band in Variably Saturated Porous Materials
We investigate the effect of spatially varying density and degree of saturation on the triggering of a persistent shear band in unsaturated porous materials. Recent papers (Borja et al. 2013a, 2013b) have shown that these two types of heterogeneity can have first-order effects on the ensuing shear band. Advances in non-invasive testing have now allowed accurate measurement and quantification of density and degree of saturation variations in granular materials; hence, these two types of heterogeneity can now be input deterministically into a hydromechanical model for more realistic modeling and simulation. We show a representative numerical simulation illustrating the triggering of a persistent shear band in soils with spatially varying density and degree of saturation.
Triggering a Shear Band in Variably Saturated Porous Materials
We investigate the effect of spatially varying density and degree of saturation on the triggering of a persistent shear band in unsaturated porous materials. Recent papers (Borja et al. 2013a, 2013b) have shown that these two types of heterogeneity can have first-order effects on the ensuing shear band. Advances in non-invasive testing have now allowed accurate measurement and quantification of density and degree of saturation variations in granular materials; hence, these two types of heterogeneity can now be input deterministically into a hydromechanical model for more realistic modeling and simulation. We show a representative numerical simulation illustrating the triggering of a persistent shear band in soils with spatially varying density and degree of saturation.
Triggering a Shear Band in Variably Saturated Porous Materials
Song, Xiaoyu (Autor:in) / Borja, Ronaldo I. (Autor:in) / Wu, Wei (Autor:in)
Fifth Biot Conference on Poromechanics ; 2013 ; Vienna, Austria
Poromechanics V ; 367-370
18.06.2013
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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