Pregled bibliografske jedinice broj: 352454
Influence of Rock Bolt Behaviour on Deep Excavations in Urban Environments
Influence of Rock Bolt Behaviour on Deep Excavations in Urban Environments // XIV European Conference on Soil Mechanics and Geotechnical Engineering : Geotechnical Engineering in Urban Environments : conference proceedings / Cuellar, V. ; Dapena, E. ; Echave, , J.M. ; Gens, A. ; de Justo, J.L. ; Oteo, C. ; Rodrigez-Ortiz, J.M. ; Sagaseta, C. ; Sola, P. ; Sorianao, A. (ur.).
Rotterdam : Boston (MA) : Taipei, 2007. str. 509-514 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 352454 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Influence of Rock Bolt Behaviour on Deep Excavations in Urban Environments
Autori
Arbanas, Željko ; Kovačević, Meho-Saša ; Szavits-Nossan, Vlasta
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
XIV European Conference on Soil Mechanics and Geotechnical Engineering : Geotechnical Engineering in Urban Environments : conference proceedings
/ Cuellar, V. ; Dapena, E. ; Echave, , J.M. ; Gens, A. ; de Justo, J.L. ; Oteo, C. ; Rodrigez-Ortiz, J.M. ; Sagaseta, C. ; Sola, P. ; Sorianao, A. - Rotterdam : Boston (MA) : Taipei, 2007, 509-514
ISBN
978-90-5966-055-7
Skup
European Conference on Soil Mechanics and Geotechnical Engineering (14 ; 2007)
Mjesto i datum
Madrid, Španjolska, 23.09.2007. - 27.09.2007
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
rock bolt behaviour; deep excavations; urban environments
Sažetak
The paper analyses the behavior of rock bolts in deep excavations. From the results of pull-out tests it is obvious that this behaviour is nonlinear. Most analyticaland numerical models use linear elastic or elastic-plastic rock bolt behaviour with the use of the bilinear constitutive law. A new composite model is presented, which makes it possible to simulate the nonlinear rock bolt behaviour. An application of this model is shown for a deep excavation in the urban environment. It is shown that this new model predicts rock mass deformations better and closer to the in situ measurements than the bilinear model.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0822161-2187 - Ispitivanje i modeliranje poboljšanog tla i stijene (Kovačević, Meho-Saša, MZOS ) ( CroRIS)
160-0831529-3031 - Karakterizacija krutog komunalnog otpada (Kovačić, Davorin; Petrović, Igor, MZO ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb