Pregled bibliografske jedinice broj: 180569
Excavation of Open Pit "Zagrad" in Rijeka, Croatia, A Case History
Excavation of Open Pit "Zagrad" in Rijeka, Croatia, A Case History // Proceedings of the Fifth International Conference on Case Histories in Geotechnical Engineering / Prakash, Shamsher (ur.).
New York (NY): University of Missouri, 2004. str. 5.64.1-5.64.6 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Excavation of Open Pit "Zagrad" in Rijeka, Croatia, A Case History
Autori
Arbanas, Željko ; Jardas, Branka ; Kovačević, Meho-Saša
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the Fifth International Conference on Case Histories in Geotechnical Engineering
/ Prakash, Shamsher - New York (NY) : University of Missouri, 2004, 5.64.1-5.64.6
Skup
Case Histories in Geotechnical Engineering
Mjesto i datum
Sjedinjene Američke Države, 13.04.2004. - 17.04.2004
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Sažetak
On the location Zagrad in Rijeka, Croatia, an open pit has been designed and constructed for the purpose of building the garageaccommodation- business complex. The location of the open pit is situated in the central area of the town Rijeka, and closely surrounded by the existing accommodation buildings, a traffic line and a railway. The open pit was designed and constructed four levels below the terrain surface, adjacent to the existing buildings and a traffic line. To secure the open pit walls during excavation, a support system with the selfdrilling rock bolts for the reinforcing of the rock mass and reinforced concrete grid structure on the excavated surface was designed. This paper presents the construction method for the open pit, with the application of active design concept during works execution. It also presents the set-up system for measuring, observing and monitoring of the support system behavior. This enabled, on the basis of the measurement results and performed back analysis, an active designing of the suitable support system during works execution, for the in situ conditions of the rock mass in excavation. Performed back analysis showed need for the additional correction in the correlation between deformation characteristics of the rock mass and rock mass classification.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
0082210
Ustanove:
Građevinski fakultet, Zagreb,
Građevinski fakultet, Rijeka