Pregled bibliografske jedinice broj: 997411
Comparative analysis of slope stability: seismic loading and engineering geology ; examples from Croatia and Hungary
Comparative analysis of slope stability: seismic loading and engineering geology ; examples from Croatia and Hungary // Geotehnički izazovi u kršu - Karl Terzaghi i hrvatski krš prije 110 godina / Sokolić, Igor ; Miščević, Predrag ; Štambuk Cvitanović, Nataša ; Vlastelica, Goran (ur.).
Split: Hrvatsko geotehničko društvo, 2019. str. 413-418 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Comparative analysis of slope stability: seismic loading and engineering geology ; examples from Croatia and Hungary
Autori
Török, Ákos ; Vlastelica, Goran ; Baloević, Goran ; Grgić, Nikola ; Görög, Péter
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Geotehnički izazovi u kršu - Karl Terzaghi i hrvatski krš prije 110 godina
/ Sokolić, Igor ; Miščević, Predrag ; Štambuk Cvitanović, Nataša ; Vlastelica, Goran - Split : Hrvatsko geotehničko društvo, 2019, 413-418
ISBN
978-953-95486-8-9
Skup
8. savjetovanje Hrvatskog geotehničkog društva s međunarodnim sudjelovanjem Geotehnički izazovi u kršu, ISRM specialised conference
Mjesto i datum
Omiš, Hrvatska; Split, Hrvatska, 11.04.2019. - 13.04.2019
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
slope stability, flysch, marl, uniaxial compressive strength
Sažetak
The paper compares the engineering geological parameters of Croatian flysch deposits and Hungarian marls with respect to slope stability. Eocene flysch deposits are widespread sediments in Central Dalmatia. They form gentle to steep slopes in the countryside and in urban areas, with risks of slope instability. Especially weathered and long-time exposed open cuts are endangered. The rock mechanical parameters vary significantly: uniaxial compressive strength from 5 MPa (clayley marl) to 80 MPa (sandstone). In Hungary Eocene marl is common lithology in the broader area of Budapest. The mean UCS of clayey layers is 4-5 MPa, but calcareous marl has a UCS up to 45 MPa. Slope instability is pronounced by small-scale landslide in un-vegetated slopes and also on covered slopes of weathered marls. Besides laboratory analyses of rock mechanical parameters shake table tests are also possible to assess the seismic behaviour of these materials. Large scale laboratory tests can be used to analyse slope stability on small scale model.
Izvorni jezik
Engleski
Znanstvena područja
Geologija, Građevinarstvo, Rudarstvo, nafta i geološko inženjerstvo
POVEZANOST RADA
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split