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, 219-226
TY - CONF
AU - Jocković, Sanja
AU - Vukićević, Mirjana
PY - 2015
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1308
AB - 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.
PB - Savez građevinskih inženjera Srbije, Beograd
C3 - 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
T1 - Constitutive model for overconsolidated soil
T1 - Konstitutivni model za prekonsolidovano tlo
EP - 226
SP - 219
UR - https://hdl.handle.net/21.15107/rcub_grafar_1308
ER -
@conference{
author = "Jocković, Sanja and Vukićević, Mirjana",
year = "2015",
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.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "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",
title = "Constitutive model for overconsolidated soil, Konstitutivni model za prekonsolidovano tlo",
pages = "226-219",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1308"
}
Jocković, S.,& Vukićević, M.. (2015). Constitutive model for overconsolidated soil. in 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
Savez građevinskih inženjera Srbije, Beograd., 219-226.
https://hdl.handle.net/21.15107/rcub_grafar_1308
Jocković S, Vukićević M. Constitutive model for overconsolidated soil. in 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;:219-226.
https://hdl.handle.net/21.15107/rcub_grafar_1308 .
Jocković, Sanja, Vukićević, Mirjana, "Constitutive model for overconsolidated soil" in 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):219-226,
https://hdl.handle.net/21.15107/rcub_grafar_1308 .
