Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of Structure-Ground Interaction on Shrinkage Stresses in Foundation Slabs
https://orcid.org/http://orcid.org/0000-0002-4815-1719
https://orcid.org/http://orcid.org/0000-0002-3595-6577
In this paper, a numerical analysis of the shrinkage of slabs found on soil was carried out. Two numerical models of the foundation slab were adopted for the analyses: the first model is the foundation slab, which rests directly on the soil, i.e. Winkler elastic base; the second numerical model is two slabs, i.e. the foundation slab and the substructure (concrete base), which are in surface contact. The Coulomb-Mohr model was used in the analyses. On the basis of the numerical analyses performed, conclusions were made about the influence of the soil substrate on the degree of shrinkage reinforcement.
Effect of Structure-Ground Interaction on Shrinkage Stresses in Foundation Slabs
https://orcid.org/http://orcid.org/0000-0002-4815-1719
https://orcid.org/http://orcid.org/0000-0002-3595-6577
In this paper, a numerical analysis of the shrinkage of slabs found on soil was carried out. Two numerical models of the foundation slab were adopted for the analyses: the first model is the foundation slab, which rests directly on the soil, i.e. Winkler elastic base; the second numerical model is two slabs, i.e. the foundation slab and the substructure (concrete base), which are in surface contact. The Coulomb-Mohr model was used in the analyses. On the basis of the numerical analyses performed, conclusions were made about the influence of the soil substrate on the degree of shrinkage reinforcement.
Effect of Structure-Ground Interaction on Shrinkage Stresses in Foundation Slabs
https://orcid.org/http://orcid.org/0000-0002-4815-1719
https://orcid.org/http://orcid.org/0000-0002-3595-6577
In this paper, a numerical analysis of the shrinkage of slabs found on soil was carried out. Two numerical models of the foundation slab were adopted for the analyses: the first model is the foundation slab, which rests directly on the soil, i.e. Winkler elastic base; the second numerical model is two slabs, i.e. the foundation slab and the substructure (concrete base), which are in surface contact. The Coulomb-Mohr model was used in the analyses. On the basis of the numerical analyses performed, conclusions were made about the influence of the soil substrate on the degree of shrinkage reinforcement.
Effect of Structure-Ground Interaction on Shrinkage Stresses in Foundation Slabs
Lecture Notes in Civil Engineering
Różański, Adrian (Herausgeber:in) / Bui, Quoc-Bao (Herausgeber:in) / Sadowski, Łukasz (Herausgeber:in) / Tran, Minh Tung (Herausgeber:in) / Grosel, Jacek (Autor:in) / Pakos, Wojciech (Autor:in)
International Conference on Sustainable Development in Civil, Urban and Transportation Engineering ; 2024 ; Wrocław, Poland
27.03.2025
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Stresses in Slabs from Ground Restrain
| British Library Conference Proceedings | 1999
Contact stresses at interface between stiff foundation slabs and foundation soil
| British Library Conference Proceedings | 2001
TECHNICAL NOTES - Influence of Reinforcing Bars on Shrinkage Stresses in Concrete Slabs
| Online Contents | 2000