Detail publikačního výsledku

Tunnel face stability by transformation field analysis and distinct state concept

PROCHÁZKA, P.; WEIGLOVÁ, K.; NAZARI, F.; BOŠTÍK, J.

Originální název

Tunnel face stability by transformation field analysis and distinct state concept

Anglický název

Tunnel face stability by transformation field analysis and distinct state concept

Druh

Článek recenzovaný mimo WoS a Scopus

Originální abstrakt

In the grant two procedures have been selected to describe and predict the material behaviour of rock surrounding tunnel opening. The first consisted of coupled modelling. The second issue was comparative approach. Both these approaches considered mutual influence of numerical and physical modelling in dependence of "in situ" measurements. The measurements on real-world structure of the Dobrovsky tunnel in Brno were conducted.

Anglický abstrakt

In the grant two procedures have been selected to describe and predict the material behaviour of rock surrounding tunnel opening. The first consisted of coupled modelling. The second issue was comparative approach. Both these approaches considered mutual influence of numerical and physical modelling in dependence of "in situ" measurements. The measurements on real-world structure of the Dobrovsky tunnel in Brno were conducted.

Klíčová slova

TFA and DSC models, experimental modelling, tunnel structures

Klíčová slova v angličtině

TFA and DSC models, experimental modelling, tunnel structures

Autoři

PROCHÁZKA, P.; WEIGLOVÁ, K.; NAZARI, F.; BOŠTÍK, J.

Vydáno

20.12.2006

Nakladatel

Ústav struktury a mechaniky hornin ČSAV v.i. Praha

Místo

Praha

Svazek

15

Číslo

15

Strany od

31

Strany do

38

Strany počet

8

Plný text v Digitální knihovně

http://hdl.handle.net/

BibTex

@article{BUT45254,
  author="Petr {Procházka} and Kamila {Weiglová} and Ferydun {Nazari} and Jiří {Boštík}",
  title="Tunnel face stability by transformation field analysis and distinct state concept",
  year="2006",
  volume="15",
  number="15",
  pages="31--38"
}