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Pregled bibliografske jedinice broj: 537793

Design of a Retaining Structure for an Excavation Pit for the Construction of the VIPNET Underground Garage


Mihaljević, Ivan; Dašić, Goran; Kvasnička, Predrag; Matešić, Leo
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)


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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


Citiraj ovu publikaciju:

Mihaljević, Ivan; Dašić, Goran; Kvasnička, Predrag; Matešić, Leo
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)
Mihaljević, I., Dašić, G., Kvasnička, P. & Matešić, L. (2006) Design of a Retaining Structure for an Excavation Pit for the Construction of the VIPNET Underground Garage. U: 13th Danube-European Conference on Geotechnical Engineering: Active geotechnical design in infrastructure development.
@article{article, author = {Mihaljevi\'{c}, Ivan and Da\v{s}i\'{c}, Goran and Kvasni\v{c}ka, Predrag and Mate\v{s}i\'{c}, Leo}, year = {2006}, pages = {463-468}, keywords = {excavation pit, anchoring, sheet pile walls}, title = {Design of a Retaining Structure for an Excavation Pit for the Construction of the VIPNET Underground Garage}, keyword = {excavation pit, anchoring, sheet pile walls}, publisherplace = {Ljubljana, Slovenija} }
@article{article, author = {Mihaljevi\'{c}, Ivan and Da\v{s}i\'{c}, Goran and Kvasni\v{c}ka, Predrag and Mate\v{s}i\'{c}, Leo}, year = {2006}, pages = {463-468}, keywords = {excavation pit, anchoring, sheet pile walls}, title = {Design of a Retaining Structure for an Excavation Pit for the Construction of the VIPNET Underground Garage}, keyword = {excavation pit, anchoring, sheet pile walls}, publisherplace = {Ljubljana, Slovenija} }




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