Preprint has been published in a journal as an article
DOI of the published article https://doi.org/10.1007/s11440-020-01000-z
Preprint / Version 1

A simple hypoplastic model for overconsolidated clays

##article.authors##

DOI:

https://doi.org/10.31224/osf.io/kxsnv

Keywords:

Critical state, Hypoplastic model, Overconsolidated clays, Response envelope, Shear dilatancy

Abstract

This paper presents a simple hypoplastic constitutive model for overconsolidated clays. The model needs five independent parameters and is as simple as the modified Cam Clay model but with better performance. A structure tensor is introduced to account for the history dependence. Simulations of various elementary tests show that the model is capable of capturing the salient behavior of overconsolidated clays.

Downloads

Download data is not yet available.

Downloads

Posted

2021-03-11