Constitutive model for overconsolidated soil
Konstitutivni model za prekonsolidovano tlo
Apstrakt
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.
Izvor:
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, 219-226Izdavač:
- Savez građevinskih inženjera Srbije, Beograd
Institucija/grupa
GraFarTY - 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 .