Publication result detail

Tunnel face stability by transformation field analysis and distinct state concept

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

Original Title

Tunnel face stability by transformation field analysis and distinct state concept

English Title

Tunnel face stability by transformation field analysis and distinct state concept

Type

Peer-reviewed article not indexed in WoS or Scopus

Original Abstract

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.

English abstract

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.

Keywords

TFA and DSC models, experimental modelling, tunnel structures

Key words in English

TFA and DSC models, experimental modelling, tunnel structures

Authors

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

Released

20.12.2006

Publisher

Ústav struktury a mechaniky hornin ČSAV v.i. Praha

Location

Praha

Volume

15

Number

15

Pages from

31

Pages to

38

Pages count

8

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"
}