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The scope of this paper is to provide several findings relating to the question : Does the initial excavation phase of cast in situ panel using a bentonite supporting fluid have an effect on the ultimate behavior of the soil and supported structures ? This study was performed using the Finite Difference Method and considering a three-dimensional geometry and a dual phase coupled behavior. The numerical results were compared to the measurements made on-site. The study demonstrated that a 3D approach is suitable for evaluating the displacements, stresses and pore water pressures. On the other hand, it was also show that the three-dimensional model could be replaced by a more simple axisymmetrical analysis.

Influence sur le milieu de l’installation d’un panneau de paroi moulée en béton, dans une argile raide saturée