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FICKER, T. MARTIŠEK, D.
Original Title
Computer Evaluation of Asperity Topology of Rock Joints
Type
conference paper
Language
English
Original Abstract
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.
Keywords
Rock joints; joint roughness coefficients; Fourier’s formalism; indicators of surface topology.
Authors
FICKER, T.; MARTIŠEK, D.
RIV year
2015
Released
7. 9. 2015
Publisher
Elsevier
Location
Holandsko
ISBN
978-80-970698-4-1
Book
WMESS 2015 Abstract Collection
Edition number
1
1878-5220
Periodical
Procedia Earth and Planetary Science
Year of study
15
State
unknown
Pages from
125
Pages to
132
Pages count
8
URL
http://www.sciencedirect.com/science/article/pii/S1878522015002945
Full text in the Digital Library
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" }