Implementation grout model
This report describes the mathematical formulation and the numerical implementation of the grout model. The formulation will follow the Newton method for non-linear (visco plastic) materials. The implementation is carried out in the finite element code DiekA. Several test calculations are carried out and the results are compared to experimental results. This comparison led to satisfying results. To get more knowledge of the capabilities of the model more complex validation tests should be carried out.
- Datum rapport
- 1 november 2001
- Auteurs
- Berg, P. van den, Eekelen, S.J.M. van
- Auteur
- GeoDelft (GD); by project engineer Hans Teunissen, project companion Gert-Jan Schotmeijer and projectmembers S.J.M. van Eekelen en P. van den Berg
- Uitgever
- GeoDelft (GD).
- Annotatie
-
versie 2 - definitief 21 p form., graf. In opdracht van: Ministerie van Verkeer en Waterstaat, Rijkswaterstaat, Dienst Weg- en Waterbouwkunde (RWS, DWW) Projectnaam: Grote vervormingen in de geotechniek Projectnr. 399210/907/17
- Documentnummer
- 221191