Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Cyclic and monotonic response of silts and clays: experimental analysis and constitutive modelling
An overview about the behaviour of two soft soils (Kaolin Silt and Lower Rhine Clay) under monotonic as well as cyclic loading is presented. Thereby it is shown that especially Kaolin possesses an inherent anisotropy, which can be described by a transformation and through scaling of the tangential stiffness tensor. The AVISA model is enhanced and shows accurate reproduction of the behaviour of these soft soils under cyclic as well as monotonic loading. Through a third strain mechanism the behaviour of both plastic and non-plastic soft soils can be described very well.
Cyclic and monotonic response of silts and clays: experimental analysis and constitutive modelling
An overview about the behaviour of two soft soils (Kaolin Silt and Lower Rhine Clay) under monotonic as well as cyclic loading is presented. Thereby it is shown that especially Kaolin possesses an inherent anisotropy, which can be described by a transformation and through scaling of the tangential stiffness tensor. The AVISA model is enhanced and shows accurate reproduction of the behaviour of these soft soils under cyclic as well as monotonic loading. Through a third strain mechanism the behaviour of both plastic and non-plastic soft soils can be described very well.
Cyclic and monotonic response of silts and clays: experimental analysis and constitutive modelling
Tafili, Merita (Autor:in) / Triantafyllidis, Theodoros (Autor:in)
European Journal of Environmental and Civil Engineering ; 27 ; 2303-2312
26.04.2023
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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