Pregled bibliografske jedinice broj: 67631
Foundations Structure Of The Dubrovnik Bridge
Foundations Structure Of The Dubrovnik Bridge // Baltic Geotechnics IX / Mets, M. (ur.).
Talin: Akadeemia Trukk, 2000. str. 198-203 (poster, međunarodna recenzija, cjeloviti rad (in extenso), stručni)
CROSBI ID: 67631 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Foundations Structure Of The Dubrovnik Bridge
Autori
Čorko, Damir ; Kovačić, Davorin ; Marić, Božica ; Lovrenčić, Davorin
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), stručni
Izvornik
Baltic Geotechnics IX
/ Mets, M. - Talin : Akadeemia Trukk, 2000, 198-203
Skup
IX Baltic Geotechnical Conference
Mjesto i datum
Pärnu, Estonija, 10.05.2000. - 12.05.2000
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
foundation engineering; piles; permanent ground anchors; abutment; bridge
Sažetak
The bridge across the long and narrow Rijeka Dubrovačka bay consists of two different superstructure elements. A 147, 4 meter long west viaduct in prestressed concrete is supported by a pier and by an abutment. An adjacent main 334 meter long composite cable-stayed bridge is suspended on a pylon and supported by an abutment. The main span of the bridge is 304 m. The bridge is situated in an area of very high seismic activity. In interaction with bridge span this yields extremely high forces which should be transmitted to the ground. The geomorphological features of the site at the position of supports make the foundation problems even worse. The resulting solution requires rather demanding foundation structure. The paper presents the basic features of the foundation design.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo