hrcak mascot   Srce   HID

Stručni rad
https://doi.org/10.17559/TV-20140408131132

Terrain drainage in the landslide area on the Danube slope in Novi Sad

Milinko Vasić ; University of Novi Sad, Faculty of Technical Sciences, Department of Civil Engineering, Trg Dositeja Obradovića 6, 21000 Novi Sad, Serbia
Mitar Djogo ; University of Novi Sad, Faculty of Technical Sciences, Department of Civil Engineering, Trg Dositeja Obradovića 6, 21000 Novi Sad, Serbia
Branko Jelisavac ; The Highway Institute, Kumodraška 257, 11000 Belgrade, Serbia

Puni tekst: engleski, pdf (2 MB) str. 1075-1083 preuzimanja: 320* citiraj
APA 6th Edition
Vasić, M., Djogo, M. i Jelisavac, B. (2015). Terrain drainage in the landslide area on the Danube slope in Novi Sad. Tehnički vjesnik, 22 (4), 1075-1083. https://doi.org/10.17559/TV-20140408131132
MLA 8th Edition
Vasić, Milinko, et al. "Terrain drainage in the landslide area on the Danube slope in Novi Sad." Tehnički vjesnik, vol. 22, br. 4, 2015, str. 1075-1083. https://doi.org/10.17559/TV-20140408131132. Citirano 26.02.2021.
Chicago 17th Edition
Vasić, Milinko, Mitar Djogo i Branko Jelisavac. "Terrain drainage in the landslide area on the Danube slope in Novi Sad." Tehnički vjesnik 22, br. 4 (2015): 1075-1083. https://doi.org/10.17559/TV-20140408131132
Harvard
Vasić, M., Djogo, M., i Jelisavac, B. (2015). 'Terrain drainage in the landslide area on the Danube slope in Novi Sad', Tehnički vjesnik, 22(4), str. 1075-1083. https://doi.org/10.17559/TV-20140408131132
Vancouver
Vasić M, Djogo M, Jelisavac B. Terrain drainage in the landslide area on the Danube slope in Novi Sad. Tehnički vjesnik [Internet]. 2015 [pristupljeno 26.02.2021.];22(4):1075-1083. https://doi.org/10.17559/TV-20140408131132
IEEE
M. Vasić, M. Djogo i B. Jelisavac, "Terrain drainage in the landslide area on the Danube slope in Novi Sad", Tehnički vjesnik, vol.22, br. 4, str. 1075-1083, 2015. [Online]. https://doi.org/10.17559/TV-20140408131132
Puni tekst: hrvatski, pdf (2 MB) str. 1075-1083 preuzimanja: 270* citiraj
APA 6th Edition
Vasić, M., Djogo, M. i Jelisavac, B. (2015). Dreniranje terena u zoni klizišta na Dunavskoj padini u Novom Sadu. Tehnički vjesnik, 22 (4), 1075-1083. https://doi.org/10.17559/TV-20140408131132
MLA 8th Edition
Vasić, Milinko, et al. "Dreniranje terena u zoni klizišta na Dunavskoj padini u Novom Sadu." Tehnički vjesnik, vol. 22, br. 4, 2015, str. 1075-1083. https://doi.org/10.17559/TV-20140408131132. Citirano 26.02.2021.
Chicago 17th Edition
Vasić, Milinko, Mitar Djogo i Branko Jelisavac. "Dreniranje terena u zoni klizišta na Dunavskoj padini u Novom Sadu." Tehnički vjesnik 22, br. 4 (2015): 1075-1083. https://doi.org/10.17559/TV-20140408131132
Harvard
Vasić, M., Djogo, M., i Jelisavac, B. (2015). 'Dreniranje terena u zoni klizišta na Dunavskoj padini u Novom Sadu', Tehnički vjesnik, 22(4), str. 1075-1083. https://doi.org/10.17559/TV-20140408131132
Vancouver
Vasić M, Djogo M, Jelisavac B. Dreniranje terena u zoni klizišta na Dunavskoj padini u Novom Sadu. Tehnički vjesnik [Internet]. 2015 [pristupljeno 26.02.2021.];22(4):1075-1083. https://doi.org/10.17559/TV-20140408131132
IEEE
M. Vasić, M. Djogo i B. Jelisavac, "Dreniranje terena u zoni klizišta na Dunavskoj padini u Novom Sadu", Tehnički vjesnik, vol.22, br. 4, str. 1075-1083, 2015. [Online]. https://doi.org/10.17559/TV-20140408131132

Sažetak
The landslide in the zone of the Sloboda Bridge in Novi Sad is one of the most extensively researched landslides in Serbia because it is large and it poses a threat to the stability of the aforementioned bridge over the Danube. At the time of its completion in 1981, this cantilever-spar cable-stayed bridge was the largest in the world, with a central span of 351 m. In the body of the landslide, the bridge is founded on reinforced concrete piles 27 m in length. The measured depth of movement for the first part of the sliding mass is 26 m, while that of the second one is 35 m. The designed drainage structures consist of the following: two wells with diameters of 6,5 m and depths of 22 m, eight drains with lengths of 45 m and a drainage tunnel linking the pressure chamber and the wells.

Ključne riječi
drainage structures; landslide; monitoring

Hrčak ID: 143164

URI
https://hrcak.srce.hr/143164

[hrvatski]

Posjeta: 942 *