Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of the Foundation Slab Settlement of the “Africa Pavilion” Facility in Wrocław
This article presents the results of numerical calculations of soil consolidation underneath the “Africa Pavilion” structure in Wrocław Zoo, Poland. To determine the deformations of the baseplate of the “Africa Pavilion” and deformations of the subsoil, Biot’s consolidation theory for two-phase medium was applied. The calculations were carried out using the professional program FlexPDE v.6, which is based on the Finite Element Method. Numerical calculations performed were used to evaluate the design assumptions allowing for the laying of hydraulic conduits under the slab.
Analysis of the Foundation Slab Settlement of the “Africa Pavilion” Facility in Wrocław
This article presents the results of numerical calculations of soil consolidation underneath the “Africa Pavilion” structure in Wrocław Zoo, Poland. To determine the deformations of the baseplate of the “Africa Pavilion” and deformations of the subsoil, Biot’s consolidation theory for two-phase medium was applied. The calculations were carried out using the professional program FlexPDE v.6, which is based on the Finite Element Method. Numerical calculations performed were used to evaluate the design assumptions allowing for the laying of hydraulic conduits under the slab.
Analysis of the Foundation Slab Settlement of the “Africa Pavilion” Facility in Wrocław
Sawicki Eugeniusz (Autor:in) / Strzelecki Tomasz (Autor:in)
2015
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Analysis of the Foundation Slab Settlement of the “Africa Pavilion” Facility in Wrocław
Online Contents | 2015
|Online Contents | 2010
Settlement Analysis of Dock Slab on Soft Soil Foundation
Trans Tech Publications | 2012
|Settlement Analysis of Dock Slab on Soft Soil Foundation
British Library Conference Proceedings | 2012
|