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BOŠTÍK, J. WEIGLOVÁ, K.
Originální název
Modelling of Discontinuous Environment
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
Deformation process and strength of rock environment is significantly influenced by a presence of discontinuity planes. The paper deals with experimental modeling of underground structures in such a rock environment. Parametric analysis presents results from twin circular tunnels simulated in a scale model. The cases with and without zone of dislocations in between the tunnels were observed. Another variable factor studied was the distance between tunnels. The relation between model surface displacement and excavated length of the tunnel, which was monitored during the simulations, was used for mutual comparison of individual cases.
Klíčová slova
underground structures; experimental modeling; dislocation zones
Autoři
BOŠTÍK, J.; WEIGLOVÁ, K.
Rok RIV
2013
Vydáno
2. 1. 2013
Nakladatel
Trans Tech Publications
Místo
Switzerland
ISBN
9783037854631
Kniha
Advance in Fracture and Damage Mechanics XI
Edice
1
Číslo edice
ISSN
1013-9826
Periodikum
Key Engineering Materials (print)
Ročník
525-526
Číslo
Stát
Švýcarská konfederace
Strany od
33
Strany do
36
Strany počet
4
BibTex
@inproceedings{BUT96782, author="Jiří {Boštík} and Kamila {Weiglová}", title="Modelling of Discontinuous Environment", booktitle="Advance in Fracture and Damage Mechanics XI", year="2013", series="1", journal="Key Engineering Materials (print)", volume="525-526", number="1", pages="33--36", publisher="Trans Tech Publications", address="Switzerland", doi="10.4028/www.scientific.net/KEM.525-526.33", isbn="9783037854631", issn="1013-9826" }