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FICKER, T. MARTIŠEK, D.
Originální název
Computer Evaluation of Asperity Topology of Rock Joints
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
Grounds beneath large civil engineering structures (bridges, dams, tunnels) that are established in the terrain of rock discontinuities represent a risk of mechanical failure. The surface topology of joint surfaces strongly influences shear strength of these discontinuities. It is the asperities that mainly determine the surface topologies and the asperities are characterized by the so-called joint roughness coefficients. In geotechnical practice the joint roughness coefficients are often evaluated visually using ten standard two-dimensional profiles. The visual assessment is rather a subjective procedure but it may be replaced by a computer procedure. The present paper deals with a computerized assessment of joint roughness coefficients. For this purpose the Fourier formalism is employed and works as an expert system recognizing surface topologies.
Klíčová slova
Rock joints; joint roughness coefficients; Fourier’s formalism; indicators of surface topology.
Autoři
FICKER, T.; MARTIŠEK, D.
Rok RIV
2015
Vydáno
7. 9. 2015
Nakladatel
Elsevier
Místo
Holandsko
ISBN
978-80-970698-4-1
Kniha
WMESS 2015 Abstract Collection
Číslo edice
1
ISSN
1878-5220
Periodikum
Procedia Earth and Planetary Science
Ročník
15
Stát
neuvedeno
Strany od
125
Strany do
132
Strany počet
8
URL
http://www.sciencedirect.com/science/article/pii/S1878522015002945
Plný text v Digitální knihovně
http://hdl.handle.net/11012/201070
BibTex
@inproceedings{BUT120880, author="Tomáš {Ficker} and Dalibor {Martišek}", title="Computer Evaluation of Asperity Topology of Rock Joints", booktitle="WMESS 2015 Abstract Collection", year="2015", journal="Procedia Earth and Planetary Science", volume="15", number="1", pages="125--132", publisher="Elsevier", address="Holandsko", doi="10.1016/j.proeps.2015.08.031", isbn="978-80-970698-4-1", issn="1878-5220", url="http://www.sciencedirect.com/science/article/pii/S1878522015002945" }