Over het archief
Het OWA, het open archief van het Waterbouwkundig Laboratorium heeft tot doel alle vrij toegankelijke onderzoeksresultaten van dit instituut in digitale vorm aan te bieden. Op die manier wil het de zichtbaarheid, verspreiding en gebruik van deze onderzoeksresultaten, alsook de wetenschappelijke communicatie maximaal bevorderen.
Dit archief wordt uitgebouwd en beheerd volgens de principes van de Open Access Movement, en het daaruit ontstane Open Archives Initiative.
Basisinformatie over ‘Open Access to scholarly information'.
Modelling of the lateral loading of bucket foundations in sand using hydro-mechanical interface elements
Cerfontaine, B.; Charlier, R.; Collin, F. (2018). Modelling of the lateral loading of bucket foundations in sand using hydro-mechanical interface elements, in: Cardoso, A.S. et al. Numerical Methods in Geotechnical Engineering IX. Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018), June 25-27, 2018, Porto, Portugal. pp. 1519-1527
In: Cardoso, A.S. et al. (2018). Numerical Methods in Geotechnical Engineering IX. Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2018), June 25-27, 2018, Porto, Portugal. CRC Press: Leiden. ISBN 9781138544468. 1678 pp., meer
|
| Beschikbaar in | Auteurs |
|
Documenttype: Congresbijdrage
|
| Auteurs | | Top |
- Cerfontaine, B., meer
- Charlier, R.
- Collin, F.
|
|
|
| Abstract |
Behaviour of offshore foundations such as piles or bucket foundations is highly dependent on interface properties. Shear mobilisation along their boundaries is crucial, not only under tension but also lateral loading. Gap opening plays an important role to develop the suction effect under bucket foundations. Offshore foundation behaviour is often computed in purely drained (long-term) or undrained (short-term) conditions. However, dissipation of over-/under- water pressures may dissipate fast especially in sand. Subsequently in some cases the true behaviour is not purely drained nor purely undrained, but partially drained. We developed a hydro-mechanically coupled finite element of interface able to reproduce loss of contact, friction mobilisation (Coulomb criterion), sliding, water flow along the interface and through it. Hydro-mechanical couplings arise from the definition of an effective stress, the dependence of longitudinal flow and storage to gap opening. A bucket foundation is modelled upon lateral loading to illustrate the capabilities of the finite elements as well as the effects of couplings on the overall caisson behaviour. |
IMIS is ontwikkeld en wordt gehost door het VLIZ.
