A platform for research: civil engineering, architecture and urbanism
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 (author) / Wu, Wei (author)
Acta Geotechnica ; 16 ; 21-29
2021-01-01
9 pages
Article (Journal)
Electronic Resource
English
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
Validation of a simple hypoplastic constitutive model for overconsolidated clays
Springer Verlag | 2021
|Extension of a basic hypoplastic model for overconsolidated clays
Elsevier | 2020
|Hypoplastic modeling of inherent anisotropy in normally and overconsolidated clays
Springer Verlag | 2023
|A Simple Constitutive Model for Overconsolidated Clays
British Library Conference Proceedings | 2011
|Overconsolidated Clays: Shales
NTIS | 1982
|