𝔖 Bobbio Scriptorium
✦   LIBER   ✦

A multiphase constitutive model of reinforced soils accounting for soil-inclusion interaction behaviour

✍ Scribed by M. Bennis; P. de Buhan


Publisher
Elsevier Science
Year
2003
Tongue
English
Weight
602 KB
Volume
37
Category
Article
ISSN
0895-7177

No coin nor oath required. For personal study only.

✦ Synopsis


two-phase continuum description of reinforced soil structures is proposed in which the soil mass and the reinforcement network are treated as mutually interacting superposed media.

The equations governing such a model are developed in the context of elastoplasticity, with special emphasis put on, the soil/reinforcement interaction constitutive law. As shown in an illustrative example, such a model paves the way for numerically efficient design methods of reinforced soil structures.


πŸ“œ SIMILAR VOLUMES


Constitutive modelling of a reinforced s
✍ Varadarajan, A.; Sharma, K. G.; Soni, K. M. πŸ“‚ Article πŸ“… 1999 πŸ› John Wiley and Sons 🌐 English βš– 257 KB πŸ‘ 1 views

Drained triaxial tests are conducted on natural and reinforced sand under various stress paths. Direct shear tests and pull-out tests are conducted on soil-reinforcement interface and on reinforcement, respectively. The effects of two types of reinforcement, viz, woven and non-woven geotextile and n

A multiphase approach to the stability a
✍ Thai Son Quang; Hassen Ghazi; Buhan de Patrick πŸ“‚ Article πŸ“… 2009 πŸ› Elsevier Science 🌐 English βš– 1021 KB

A multiphase model, developed in the context of elastoplasticity, is applied to the simulation and design of reinforced earth retaining structures. The main feature of this model is to combine the advantage of a homogenization approach, as regards its computational efficiency, with the ability to ac

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

Evaluation of advanced constitutive mode
✍ A Burghignoli; M Cocciuti; S Miliziano; F.M Soccodato πŸ“‚ Article πŸ“… 2003 πŸ› Elsevier Science 🌐 English βš– 865 KB

In this paper, the settlement analysis of the raft foundation of a sugar silo founded on a cemented clayey soil deposit is re-examined by using an advanced constitutive model for natural soils recently published in the literature. The model, combining a kinematic hardening framework with a bounding