𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Return mapping algorithm for an enhanced generalized plasticity constitutive model of partially saturated soils

✍ Scribed by H.W. Zhang; R. Santagiuliana; B.A. Schrefler


Book ID
113551927
Publisher
Elsevier Science
Year
2012
Tongue
English
Weight
706 KB
Volume
45
Category
Article
ISSN
0266-352X

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Implicit integration of a chemo-plastic
✍ H. W. Zhang; L. Zhou πŸ“‚ Article πŸ“… 2008 πŸ› John Wiley and Sons 🌐 English βš– 219 KB

## Abstract A chemo‐plastic constitutive model for partially saturated soils is proposed in this paper based on the existing models developed in Hueckel (__Int. J. Numer. Anal. Meth. Geomech.__ 1997; **21**:43–72) and Gallipoli __et al__. (__Geotechnique__ 2003; **53**:123–135). The chemical soften

[Springer Series in Geomechanics and Geo
✍ Yang, Qiang; Zhang, Jian-Min; Zheng, Hong; Yao, Yangping πŸ“‚ Article πŸ“… 2013 πŸ› Springer Berlin Heidelberg 🌐 English βš– 528 KB

The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (IS-Model 2012), is to be held in Beijing, China, during October 15-16, 2012. The symposium is organized by Tsinghua University, the International Association for Computer Methods and Advances

An elasto-plastic three phase model for
✍ F. Nagel; G. Meschke πŸ“‚ Article πŸ“… 2009 πŸ› John Wiley and Sons 🌐 English βš– 948 KB

## Abstract This paper presents a fully coupled finite element formulation for partially saturated soil as a triphasic porous material, which has been developed for the simulation of shield tunnelling with heading face support using compressed air. While for many numerical simulations in geotechnic