A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Clay hypoplasticity with explicitly defined asymptotic states
Abstract A new rate-independent hypoplastic model for clays is developed. The model is based on the recently proposed approach enabling explicit incorporation of the predefined asymptotic state boundary surface and corresponding asymptotic strain rate direction into hypoplasticity. Several shortcomings of the existing hypoplastic model for clays are identified and corrected using the proposed approach. Thanks to the independent formulation of the individual model components, the new model is more suitable to form a basis for further developments and enhancements than the original one.
Clay hypoplasticity with explicitly defined asymptotic states
Abstract A new rate-independent hypoplastic model for clays is developed. The model is based on the recently proposed approach enabling explicit incorporation of the predefined asymptotic state boundary surface and corresponding asymptotic strain rate direction into hypoplasticity. Several shortcomings of the existing hypoplastic model for clays are identified and corrected using the proposed approach. Thanks to the independent formulation of the individual model components, the new model is more suitable to form a basis for further developments and enhancements than the original one.
Clay hypoplasticity with explicitly defined asymptotic states
Mašín, David (author)
Acta Geotechnica ; 8
2012
Article (Journal)
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
DDC:
624.15105
Clay hypoplasticity with explicitly defined asymptotic states
| British Library Online Contents | 2013
Clay hypoplasticity with explicitly defined asymptotic states
| Springer Verlag | 2012
Explicit Incorporation of Asymptotic States into Hypoplasticity
| Springer Verlag | 2013
Clay hypoplasticity model including stiffness anisotropy
| British Library Online Contents | 2014
The Strength Reduction Method in Clay Hypoplasticity
| TIBKAT | 2021