EN FR
GeoConferences.ca

Reinforcement systems subjected to complex loadings

A.G. Thompson

Dans les comptes rendus d’articles de la conférence: GEO2011: 64th Canadian Geotechnical Conference, 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, 5th Pan-American Conference on Teaching and Learning of Geotechnical Engineering

Session: Mine Waste Disposal

ABSTRACT: A new computer based technique has been recently developed in order to investigate the performance of reinforcement systems subjected to multiple and complex combinations of axial, shear and rotational displacements. The analysis technique allows for large displacements and the nonlinear behaviour of the component materials and the interactions at the interfaces between them. The computer program is described and examples of its use are presented. ABSTRACTO Este articulo presenta un nuevo programa computacional recientemente desarrollado. El programa investiga el comportamiento de sistemas de reforzamiento de roca sujetos a combinaciones multiples y complejas de desplazamiento axial, de corte y rotacional. La tecnica analitica permite deplazamientos significantes con comportamiento no lineal de los materials que forman el sistema de reforzamiento, a la vez permitiendo inetraccion en las interfases de los componentes. El program de computadora es descrito y ejemplos de su uso son presentados en el articulo.

Please include this code when submitting a data update: GEO2011_594

Retrouver cet article:
Les membres de la Société canadienne de géotechnique peuvent accéder à cet article, ainsi qu'à tous les autres articles de la Conférence Géotechnique Canadienne, dans le Espace membre. Les comptes rendus d'articles sont également disponibles dans de nombreuses bibliothèques.

Citer cet article:
A.G. Thompson (2011) Reinforcement systems subjected to complex loadings in GEO2011. Ottawa, Ontario: Canadian Geotechnical Society.

@article{GEO11Paper594, author = A.G. Thompson ,
title = Reinforcement systems subjected to complex loadings,
year = 2011
}