The Cam-Clay Models Revised by the SMP Criterion

The Cam-clay models were originally developed through theoretical considerations and experimental results under triaxial compression condition, and extended to three-dimensional models by using stress parameters p and q.A criterion of the Extended Mises type was adopted for the shear yield and failu...

Ausführliche Beschreibung

Bibliographische Detailangaben

Veröffentlicht in:	SOILS AND FOUNDATIONS 1999/02/15, Vol.39(1), pp.81-95
Hauptverfasser:	Matsuoka, Hajime, Yao, Yang-Ping, Sun, De’An
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works clay Computation methods. Tables. Charts constitutive equation of soil deformation Exact sciences and technology failure Geotechnics Soil investigations. Testing stress path stress-strain curve (IGC: D6) Structural analysis. Stresses
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!