Pregled bibliografske jedinice broj: 537793
Design of a Retaining Structure for an Excavation Pit for the Construction of the VIPNET Underground Garage
Design of a Retaining Structure for an Excavation Pit for the Construction of the VIPNET Underground Garage // 13th Danube-European Conference on Geotechnical Engineering: Active geotechnical design in infrastructure development
Ljubljana, 2006. str. 463-468 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 537793 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Design of a Retaining Structure for an Excavation Pit for the Construction of the VIPNET Underground Garage
Autori
Mihaljević, Ivan ; Dašić, Goran ; Kvasnička, Predrag ; Matešić, Leo
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
13th Danube-European Conference on Geotechnical Engineering: Active geotechnical design in infrastructure development
/ - Ljubljana, 2006, 463-468
Skup
13th Danube-European Conference on Geotechnical Engineering: Active geotechnical design in
Mjesto i datum
Ljubljana, Slovenija, 29.05.2006. - 31.05.2006
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
excavation pit ; anchoring ; sheet pile walls
Sažetak
In this paper a description is given of a procedure for the construction of lateral support of an excavation pit for the construction of the three-story VIPnet garage located at Vrtni put bb in Zagreb. The excava-tion pit was performed in sand and gravel up to the depth of 9.2 meters. The excavation banks were sup-ported using two systems of retaining structures such as (1) anchored steel beam provided with wire fabric reinforcement and geotextile in the top portion of the excavation pit, and (2) anchored steel sheet piles in the bottom portion. The described retaining technique was used as it proved more economical than that involving only the use of sheet piles. Based on site investigations, determination of modulus of deformation and calculation of deformations was also described including the comparison of calculated and measured displacements. The comparison showed that usual correlations gave too low values of the moduli of deformation and thus deformations measured were considerably lower than those forecasted.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Rijeka,
Rudarsko-geološko-naftni fakultet, Zagreb