True Triaxial Tests on Normally Consolidated Clay and Analysis of the Observed Shear Behavior Using Elastoplastic Constitutive Models
- 1 December 1986
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 26 (4), 67-78
- https://doi.org/10.3208/sandf1972.26.4_67
Abstract
No abstract availableThis publication has 5 references indexed in Scilit:
- A Generalized Elastoplastic Constitutive Model for Clay in Three-Dimensional StressesSoils and Foundations, 1986
- A New Mechanical Quantity for Soils and its Application to Elastoplastic Constitutive ModelsSoils and Foundations, 1984
- Constitutive Equation for Soils Based on the Extended Concept of “Spatial Mobilized Plane” and its Application to Finite Element AnalysisSoils and Foundations, 1983
- A Microstructural View of the Mechanical Properties of Saturated ClayGéotechnique, 1971
- Yielding of Clays in States Wetter than CriticalGéotechnique, 1963