MODEL GALLERY

Stresses in the Soil Surrounding a Traffic Tunnel

Problems of material failure in soil mechanics and other frictional materials such as concrete are often modeled using the well-known Mohr-Coulomb law. This is an elastic perfectly-plastic material model.

A smooth approximation of the Mohr-Coulomb yield surface for a three-dimensional case is the Drucker-Prager model. This model demonstrates the employment of elastoplastic analysis in soil mechanics using the Drucker-Prager material model. The development of the stress levels, plastic regions and deformations are studied in the soil surrounding a traffic tunnel.

The model is inspired from a model by I. Doltsinis., Elements of Plasticity, WIT Press, 2000.


The equivalent deviatoric stresses and deformations at the final stage when the surface pressure is removed.


Click here to get more information about this model

© 1997-2008 COMSOL AB.
COMSOL, COMSOL Multiphysics, COMSOL Reaction Engineering Lab, COMSOL Script and
FEMLAB are registered trademarks of COMSOL AB. Other product or brand names are
trademarks or registered trademarks of their respective holders. All Rights Reserved.