Extension of a basic hypoplastic model for overconsolidated clays
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference50 articles.
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2. Effects of ageing and overconsolidation on the elastic stiffness of a remoulded clay;Athanasopoulos;Geotech Geol Eng,1993
3. Peak strength of overconsolidated clays;Atkinson;Géotechnique,2007
4. Calibration of a comprehensive hypoplastic model for granular materials;Bauer;Soils Found,1996
5. A natural compression law for soils (an advance on e - log p′);Butterfield;Géotechnique,1979
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