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BOŠTÍK, J. WEIGLOVÁ, K.
Original Title
Modelling of Discontinuous Environment
Type
conference paper
Language
English
Original Abstract
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.
Keywords
underground structures; experimental modeling; dislocation zones
Authors
BOŠTÍK, J.; WEIGLOVÁ, K.
RIV year
2013
Released
2. 1. 2013
Publisher
Trans Tech Publications
Location
Switzerland
ISBN
9783037854631
Book
Advance in Fracture and Damage Mechanics XI
Edition
1
Edition number
1013-9826
Periodical
Key Engineering Materials (print)
Year of study
525-526
Number
State
Swiss Confederation
Pages from
33
Pages to
36
Pages count
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" }