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A simple hypoplastic model for overconsolidated clays
This paper presents a simple hypoplastic constitutive model for overconsolidated clays. The model needs five independent parameters and is as simple as the modified Cam Clay model but with better performance. A structure tensor is introduced to account for the history dependence. Simulations of various elementary tests show that the model is capable of capturing the salient behavior of overconsolidated clays.
A simple hypoplastic model for overconsolidated clays
This paper presents a simple hypoplastic constitutive model for overconsolidated clays. The model needs five independent parameters and is as simple as the modified Cam Clay model but with better performance. A structure tensor is introduced to account for the history dependence. Simulations of various elementary tests show that the model is capable of capturing the salient behavior of overconsolidated clays.
A simple hypoplastic model for overconsolidated clays
Acta Geotech.
Wang, Shun (Autor:in) / Wu, Wei (Autor:in)
Acta Geotechnica ; 16 ; 21-29
01.01.2021
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Critical state , Hypoplastic model , Overconsolidated clays , Response envelope , Shear dilatancy Engineering , Geoengineering, Foundations, Hydraulics , Solid Mechanics , Geotechnical Engineering & Applied Earth Sciences , Soil Science & Conservation , Soft and Granular Matter, Complex Fluids and Microfluidics
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