Naslov
Projekt temelja vijadukta na stijenskoj masi
(Design for the foundations resting on a rock mass)

Autori
Tolić, Mate

Vrsta, podvrsta i kategorija rada
Ocjenski radovi, diplomski rad

Fakultet
Građevinski fakultet

Mjesto
Split

Datum
27.06

Godina
2002

Stranica
45

Mentor
Miščević, Predrag

Ključne riječi
temelj; stijenska masa; tankoslojeviti fliš; nosivost tla; slijeganje tla
(foundations; rock mass; thin - layered flysch; soil bearing capacity; soil settlement)

Sažetak
The thesis deals with the development of the general design of the foundations for the viaduct piles. The allowable bearing capacity of the soil has been computed by using the "Serrano & Ollala" 2000 method and the settlement has been computed employing the Steinbrenner method.

Izvorni jezik
Hrvatski

Znanstvena područja
Građevinarstvo

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