Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship-Reference-Cited by-同舟云学术

Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship

Published:2022-07-18 Issue:13 Volume:46 Page:2415-2445
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Marveggio Pietro¹,Redaelli Irene²,di Prisco Claudio¹

Affiliation:

1. Department of Civil and Environmental Engineering Politecnico di Milano Milan Italy

2. Department of Architecture, Built Environment, and Construction Engineering Politecnico di Milano Milan Italy

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3412

Reference74 articles.

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3. The magic of sands— The 20th Bjerrum Lecture presented in Oslo, 25 November 2005This paper represents the written version of the 20th Bjerrum Lecture. While it has been edited for the present publication, it retains the general structure of the original lecture, which was intended for a general geotechnical audience. It deliberately points out some of the still-open questions concerning soil modelling. The Bjerrum Lecture is presented in Oslo in alternate years by the Norwegian Geotechnical Society with the support of the Bjerrum Memorial Fund (Laurits Bjerrums Minnefond).

4. A constitutive law for dense granular flows

5. Mechanical interpretation of dry granular masses impacting on rigid obstacles

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