Constitutive model for overconsolidated soil
Konstitutivni model za prekonsolidovano tlo
Abstract
This paper presents the basic equations of constitutive model for overconsolidated soil, based on relations of Modified Cam Clay model and bounding surface concept. Peak strength in drained conditions is described using nonlinear hyperbolic envelope – Maksimovic. Model verification is shown on drained triaxial compression test.
Source:
Zbornik radova Šestog naučno-stručnog [!] međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Sixth International Conference Geotechnics in Civil Engineering, Vršac, 3.-6. novembar 2015, 2015, 219-226Publisher:
- Savez građevinskih inženjera Srbije, Beograd