Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Abstract In the previous chapters it has been assumed that the deformation of a soil is uniquely determined by the stress. This means that a time dependent response has been excluded. In reality the behavior is strongly dependent on time, however, especially for clay soils. In compression of a soil the porosity decreases, and as a result there is less space available for the pore water. This pore water can be expelled from the soil, but in clays this may take a certain time, due to the small permeability. This process is called consolidation . Its basic equations are considered in this chapter.
Abstract In the previous chapters it has been assumed that the deformation of a soil is uniquely determined by the stress. This means that a time dependent response has been excluded. In reality the behavior is strongly dependent on time, however, especially for clay soils. In compression of a soil the porosity decreases, and as a result there is less space available for the pore water. This pore water can be expelled from the soil, but in clays this may take a certain time, due to the small permeability. This process is called consolidation . Its basic equations are considered in this chapter.
Consolidation
Verruijt, Arnold ( Autor:in )
26.07.2017
7 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
| Wiley | 2007
VACUUM CONSOLIDATION METHOD AND VACUUM CONSOLIDATION SYSTEM
| Europäisches Patentamt | 2016
| Engineering Index Backfile | 1965