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FICKER, T.; MARTIŠEK, D.
Original Title
Shear strength of rocks by visual assessment
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
The roughness of rock joints essentially influences shear strength of these discontinuities. In geotechnical practice a visual assessment based on ten two-dimensional profile standards is frequently used. The visual assessment is rather a subjective procedure but it could be replaced by computer assessment. The present contribution describes a computer procedure based on the Fourier formalism.
English abstract
Keywords
Asperities; Computer assessment; Database of threedimensional profiles; Fourier formalism; Indicators of similarity; Joint roughness coefficients; Rock joints; Visual assessment
Key words in English
Authors
RIV year
2016
Released
18.06.2015
Publisher
STEF92 Technology Ltd., Sofie, Bulharsko
Location
Sofie, Bulharsko
ISBN
978-619-7105-32-2
Book
15th International multidisciplinary scientific geoconference, Conference Proceedings, vol. II
Edition
Hydrology, Engineering geology & Geotechnics
Pages from
641
Pages to
648
Pages count
8
URL
http://sgem@sgem.org
BibTex
@inproceedings{BUT118866, author="Tomáš {Ficker} and Dalibor {Martišek}", title="Shear strength of rocks by visual assessment", booktitle="15th International multidisciplinary scientific geoconference, Conference Proceedings, vol. II", year="2015", series="Hydrology, Engineering geology & Geotechnics", number="1", pages="641--648", publisher="STEF92 Technology Ltd., Sofie, Bulharsko", address="Sofie, Bulharsko", doi="10.5593/sgem2015B12", isbn="978-619-7105-32-2", url="http://sgem@sgem.org" }