Napredna pretraga

Pregled bibliografske jedinice broj: 167419

The Influence of the Primary Support in Tunnel Design


Tor, Krešimir; Jaguljnjak-Lazarević, Antonia; Frgić, Lidija
The Influence of the Primary Support in Tunnel Design // CD-ROM Proceedings 1st International Conference "From Scientific Computing to Computational Engineering" / Tsahalis T., Demos (ur.).
Athens: LFME, University of Patras, Patras, Greece, 2004. str. 1-7 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


Naslov
The Influence of the Primary Support in Tunnel Design

Autori
Tor, Krešimir ; Jaguljnjak-Lazarević, Antonia ; Frgić, Lidija

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
CD-ROM Proceedings 1st International Conference "From Scientific Computing to Computational Engineering" / Tsahalis T., Demos - Athens : LFME, University of Patras, Patras, Greece, 2004, 1-7

Skup
1st International Conference "From Scientific Computing to Computational Engineering"

Mjesto i datum
Atena, Grčka, 8 - 10. 9. 2004

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Shotcrete; New Austrian Tunnel Method; Boundary Element Method

Sažetak
Intensity of the support loading acting on rock depends on shifts of the statically undefined rock-support system. Rock deformations increase until the stress conditions in rock harmonise with reactive pressure of the support and with equalising of the deformations on the contact. It is difficult to determine the influence of the rock on the primary support, as well as the relation between the support deformation (e.g. from shotcrete) and its bearing capacity, which results in these deformations because support concrete is green and relaxed. The New Austrian Tunnel Method is an excavation method adaptable to frequent changes of geological and geotechnical conditions at the working face. In massive rock the full tunnel cross-section can be opened at the same time. The multi-stage excavation is applied when the conditions of rock mass along the tunnel route frequently change. In case of road tunnel driving, the method of boundary elements with the Hoek-Brown’ s failure criteria was used in computations. There is an obvious need in engineering practice for researching the complex problem of interaction between rock and primary support in making an underground opening driving safe.

Izvorni jezik
Engleski

Znanstvena područja
Kemija, Tekstilna tehnologija



POVEZANOST RADA


Projekt / tema
0195028

Ustanove
Tekstilno-tehnološki fakultet, Zagreb