Stress and strain analysis during the Sleme tunnel excavation (CROSBI ID 219865)
Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Hrestak, Tomislav ; Jaguljnjak Lazarević, Antonia ; Frgić, Lidija
engleski
Stress and strain analysis during the Sleme tunnel excavation
The distribution of stresses and strains during the portal section excavation for the right tube of the Sleme Tunnel is analysed by the Finite Element Method (FEM). Results of analyses obtained using 2D and 3D models have been compared to in-situ measurements of tunnel convergence and ground surface settlements. Multistage excavations with pipe roof support of the working face were modelled. The numerical models verified that for this particular case a sufficiently safe and cost- efficient construction technology was applied.
Finite Element Method ; pipe roof ; stress and strain analysis ; tunnel excavation
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
Podaci o izdanju
22 (3)
2015.
703-709
objavljeno
1330-3651
1848-6339
10.17559/TV-20140530103847
Povezanost rada
Građevinarstvo, Rudarstvo, nafta i geološko inženjerstvo, Temeljne tehničke znanosti