Abstract
In Civil Engineering soils may be reinforced by different structures. Wires will interest us. Mixed sand and wire, known as TexSol, may be modelled as a continuous medium with classical behaviour laws [6] or with more sophisticated ones taking into account remote interactions [1].
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Fremond M. (2002) Non-Smooth Thermo-mechanics. Springer-Verlag Berlin Heidelberg New York
Jean M. (1999) The non smooth contact dynamics method. Computer Methods in Applied Mechanic and Engineering 177 (Special issue):235–257
Khay M., Gigan J-P. (1990) TEXSOL - Ouvrage de soutènement. LCPC
Leflaive E., Khay M., Blivet J-C. (1985) Un nouveau matériau : le TEXSOL. Travaux 602:1–3
Mouraille O. (2004) Etude sur le comportement d’un matériau à longueur interne: le TexSol. DEA, Université de Montpellier II
Villard P. (1988) Etude du renforcement des sables par des fils continus. PhD Thesis, Université de Nantes, ENSM
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2006 Springer
About this chapter
Cite this chapter
Laniel, R., Mouraille, O., Pagano, S., Dubois, F., Alart, P. (2006). Numerical modelling of reinforced geomaterials by wires using the non smooth contact dynamics. In: Wriggers, P., Nackenhorst, U. (eds) Analysis and Simulation of Contact Problems. Lecture Notes in Applied and Computational Mechanics, vol 27. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-31761-9_32
Download citation
DOI: https://doi.org/10.1007/3-540-31761-9_32
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-31760-9
Online ISBN: 978-3-540-31761-6
eBook Packages: EngineeringEngineering (R0)