Pregled bibliografske jedinice broj: 1107918
Analysis of the Possible Reactivation of the Krbavčići Landslide in Northern Istria, Croatia
Analysis of the Possible Reactivation of the Krbavčići Landslide in Northern Istria, Croatia // Geosciences, 10 (2020), 8; 1-22 doi:10.3390/geosciences10080294 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1107918 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Analysis of the Possible Reactivation of the
Krbavčići Landslide in Northern Istria, Croatia
Autori
Vivoda Prodan, Martina ; Arbanas, Željko
Izvornik
Geosciences (2076-3263) 10
(2020), 8;
1-22
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
landslide ; flysch rock mass ; slope stability analysis ; landslide numerical simulation ; laboratory testing ; residual shear strength ; rainfall
Sažetak
The Krbavčići landslide occurred in January 1979 near the town of Buzet, Croatia, after a long period of heavy rainfall. It is located in Northern Istria in the area built of flysch rock mass where numerous mass movements in the past and recent history have been recorded. A flysch rock mass is highly susceptible to weathering, which leads to material disintegration, changes in geotechnical properties, and shear strength decrease, finally resulting in instability processes in flysch slopes. This paper describes existing information about the Krbavčići landslide occurrence, laboratory testing of siltstone samples from a flysch rock mass, and numerical slope stability analyses of a possible landslide reactivation caused by possible long rainy periods and further weathering of the flysch rock mass. Slope stability analysis using the Rocscience, Slide software, as well as landslide numerical simulations using the LS-Rapid simulation software were performed on the basis of the digital elevation model (DEM) and laboratory test results of siltstones with different weathering grades. A DEM of the Krbavčići landslide was obtained on the basis of the unmanned aerial vehicle (UAV) survey conducted in March 2016. The residual shear strength of siltstones to predict a reactivation of landslides is of highest importance and was determined by ring shear and direct shear tests on siltstone samples with different weathering grades. The results of the numerical simulations show that an increase of the groundwater level in the landslide body in combination with the further weathering of the flysch rock material at the sliding surface would have the main influence on a possible landslide reactivation and the further development of the landslide displacement.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
EK-EFRR-RC.2.2.06-0001 - Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci (RISK) (Ožanić, Nevenka, EK - Operativni program Regionalna konkurentnost) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Emerging Sources Citation Index (ESCI)
- Scopus