ZSOIL.PC: A UNIFIED APPROACH TO STABILITY, BEARING CAPACITY, CONSOLIDATION, CREEP AND FLOW FOR TWO AND THREE-DIMENSIONAL SIMULATIONS IN GEOTECHNICAL PRACTICE.1/
Th. Zimmermann 1,2, A. Truty 2, A. Urbanski 3,1, S. Commend 2 & K. Podles 3,1
1 - Zace Services Ltd, Lausanne Switzerland
2 - Swiss Federal Institute of Technology Lausanne, Switzerland
3 - Cracow University of Technology, Poland

7. Three dimensional application

Several three dimensional applications are presented next.

First, here is a little java animation which shows the construction stages and the displacement intensities for a 3D tunnel in divided section (GVH Ing. Conseils).

Fig. 7.1 - Stress-level intensities for a tunnel excavation (GEOS Ing. Conseils)

Fig. 7.2 - Displacement intensities for a retaining wall (Stucky Ing. Conseils)

Fig. 7.3 - Displacement intensities for a dam (Stucky Ing. Conseils)

Fig. 7.4 - Displacement intensities for a tunnel bifurcation (Bonnard & Gardel Ing. Conseils)

Fig. 7.5 - Stress-level intensities for a tunnel bifurcation (Bonnard & Gardel Ing. Conseils)

Fig. 7.6 - Deformed mesh for a group of piles loaded by a head-moment (GVH Ing. Conseils)