Idejni projekt umjetnog tunela u naslazi fliša (CROSBI ID 338943)
Ocjenski rad | diplomski rad
Podaci o odgovornosti
Alfirević, Rašeljka
Miščević, Predrag
hrvatski
Idejni projekt umjetnog tunela u naslazi fliša
Characteristic transverse profile was choosen on the base of situacion, longitudinal profil and transvere profiles. For this characteristic profil are given estimates for meter length of tunnel needed for analysis of slope stability (rock-mass classification, analysis of rock-strenght), estimate of limit carrying capacity of foundation and dimensionation of construction artificial tunnel. An expense-account is made on the base of description and quantity of works.
fliš; GSI; Hoek-Brownov kriterij čvrstoće; stabilnost kosine; faktor sigurnosti; AB konstrukcija; geotehnička sidra
nije evidentirano
engleski
Preliminary project of artificial tunnel in layer of flysch
nije evidentirano
Flysch; geological strenght index; Hoek-Brown failure criterion slope stability; factor of safety; reinforced concrete construction; geotechnical anchors
nije evidentirano
Podaci o izdanju
32+prilozi
10.02.2004.
obranjeno
Podaci o ustanovi koja je dodijelila akademski stupanj
Split