Effects of inherent fabric anisotropy and intermediate principal stress on constitutive behavior of uncemented and cemented sands

Rahimi, Mojtaba; Chan, Dave; Nouri, Alireza; Rasouli, Rouzbeh

doi:10.1016/j.compgeo.2016.08.024

Cited by 7 publications

(1 citation statement)

References 21 publications

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“…Several constitutive models have been developed to predict the response of an anisotropic soil fabric subjected to specific loading scenarios, but only a few models have considered the evolution of soil fabric during shearing (Dafalias et al 2004;Jafarzadeh et al 2008;Storesletten 1998). A number of attempts have been made to overcome this deficiency by incorporating rotational or kinematic hardening concepts into the constitutive models (Gajo and Wood 2001;Li 2002;Rahimi et al 2016). However, it has been shown that these models could only reasonably consider the loading history, but are not capable of incorporating the evolution of fabric anisotropy.…”

Section: Introductionmentioning

confidence: 99%

Evolution of Dynamic Properties of Cross-Anisotropic Sand Subjected to Stress Anisotropy

Zamanian

Payan

Jafarzadeh

et al. 2021

J. Geotech. Geoenviron. Eng.

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