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FICKER, T. MARTIŠEK, D.
Originální název
UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part II: Unstable Material Discontinuities and their Digital Imaging
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
The present contribution describes assembly of a new imaging hardware adapted to macroscopic samples of rock discontinuities. The contribution brings the corresponding photo-documentation of the device together with the series of resulted images of discontinuities. The new device serves for assessment of rock joint coefficients that are required for stability evaluation of rock ground beneath large civil engineering structures.
Klíčová slova
Rock joints; new imaging hardware; three-dimensional reliefs; roughness analysis; computerized procedure.
Autoři
FICKER, T.; MARTIŠEK, D.
Rok RIV
2014
Vydáno
16. 10. 2014
Nakladatel
Slovenská technká univerzita
Místo
Bratislava
ISBN
978-80-227-4259-7
Kniha
12th International Conference on New Trends in Statics and Dynamics of Buildings
Číslo edice
1
Strany od
Strany do
4
Strany počet
BibTex
@inproceedings{BUT109968, author="Tomáš {Ficker} and Dalibor {Martišek}", title="UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part II: Unstable Material Discontinuities and their Digital Imaging", booktitle="12th International Conference on New Trends in Statics and Dynamics of Buildings", year="2014", number="1", pages="1--4", publisher="Slovenská technká univerzita", address="Bratislava", isbn="978-80-227-4259-7" }