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Pregled bibliografske jedinice broj: 632965

Zbornik radova

Autori: Gradiški, Karolina; Sassa, Kyoji; He, Bin; Krkač, Martin; Mihalić Arbanas, Snježana; Arbanas, Željko; Kvasnička, Predrag; Oštrić, Maja
Naslov: Application of integrated landslide simulation model using LS-Rapid software to the Kostanjek Landslide, Zagreb, Croatia
( Application of integrated landslide simulation model using LS-Rapid software to the Kostanjek Landslide, Zagreb, Croatia )
Izvornik: Landslide and Flood Hazard Assessment, Proceedings of the 1st Regional Symposium on Landslides in the Adriatic-Balkan Region / Mihalić Arbanas, Snježana ; Arbanas, Željko (ur.). - Zagreb, Rijeka : Hrvatska grupa za klizišta , 2014. 91-96 (ISBN: 978-953-6923-26- 7). / Mihalić Arbanas, Snježana ; Arbanas, Željko (ur.). - Zagreb, Rijeka : Hrvatska grupa za klizišta , 2014. 11-16 (ISBN: 978-953-6923-26-7).
Skup: Regional Symposium on Landslides in the Adriatic-Balkan Region (1 ; 2013) ; Workshop of the Croatian-Japanese Project ‘Risk Identification and Land-Use Planning for Disaster Mitigation of Landslides and Floods in Croatia’ (3 ; 2013)
Mjesto i datum: Zagreb, Hrvatska, 06.-09.03.2013.
Ključne riječi: Kostanjek landslide; LS-RAPID; slope stability
( Kostanjek landslide; LS-RAPID; slope stability )
Sažetak:
This paper describes numerical modeling of the Kostanjek landslide using the LS-Rapid software. The analyses using the LS-Rapid software were made for two different triggering factors i.e. excess of pore water pressure, and combination of pore water pressure excess and earthquake occurrence, and it was applied at two different landslide cases. In the first case, the LS-Rapid software was used to re-examine the landslide model for the Kostanjek landslide reported by Ortolan (1996), Mihalinec and Stanić (1991) and Stanić and Nonveiller (1996). In the second case, LS-Rapid was used to confirm the Kostanjek landslide model in which the sliding surfaces are initially developed through the soil mass. During the initial shearing, the excess pore pressure is often generated during the landslide activations by triggering factors and the post failure-motion of the landslide. The strength parameters used in these analyses were derived from tests in undrained ring shear apparatus carried out by Oštrić et al. (2012 a, b). It is expected that the results of the Kostanjek Landslide simulation using LS-Rapid software and parameters obtained from undrained tests carried out in ring shear apparatus would give realistic results and would help for better understanding of the Kostanjek landslide behavior.
Vrsta sudjelovanja: Predavanje
Vrsta prezentacije u zborniku: Cjeloviti rad (više od 1500 riječi)
Vrsta recenzije: Međunarodna recenzija
Projekt / tema: 082-0822161-2187, 195-1951825-1507
Izvorni jezik: eng
Kategorija: Znanstveni
Znanstvena područja:
Građevinarstvo,Rudarstvo, nafta i geološko inženjerstvo
Upisao u CROSBI: Snježana Mihalić (snjezana.mihalic@rgn.hr), 13. Lip. 2013. u 16:19 sati



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