Naslov
Foundation of the Viaduct Kotezi

Autori
Bolanča, Krešimir ; Novosel, Tomislav

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), stručni

Izvornik
EUROCK 2009: Rock Engineering in Difficult Ground Conditions - Soft Rocks and Karst / Vrkljan, Ivan - London : Delhi : Taylor & Francis, 2010, 763-766

ISBN
978-0-415-80481-3

Skup
REGIONAL SYMPOSIUM OF THE INTERNATIONAL SOCIETY FOR ROCK MECHANICS, EUROCK 2009.

Mjesto i datum
Cavtat, Hrvatska, 29.10.2009. - 31.10.2009

Vrsta sudjelovanja
Poster

Vrsta recenzije
Domaća recenzija

Ključne riječi
Viaduct Kotezi; foundation; prognostic and real model

Sažetak
Viaduct "Kotezi" is designed over the polje Bunina, on the highway A1, Zagreb – Split –Dubrovnik, section: Ravča – Vrgorac – Ploče 1 (Karamatići), from the chainage km 83+652.9 to km 84+867. Span complex consists of 32 spans with lengths 37.10 + 30 x 38.00 + 37.10 = 1214.20 m. The height from the base of the highest pillar foundation to the elevation of the grade line is 36.0 m. In this paper the methodology of the investigations, the investigation results and rough copy of the viaduct foundation is described, as well as the real engineering geological conditions on the site of every foundation, which were determined after the excavation. The comparison between the prognostic and the real cover thickness is presented, as well as the way of building the substitution layer of the crushed stone.

Izvorni jezik
Engleski

Znanstvena područja
Rudarstvo, nafta i geološko inženjerstvo

POVEZANOST RADA