Detail publikace

Shear strength of rocks by visual assessment

FICKER, T. MARTIŠEK, D.

Originální název

Shear strength of rocks by visual assessment

Anglický název

Shear strength of rocks by visual assessment

Jazyk

en

Originální abstrakt

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.

Anglický abstrakt

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.

Dokumenty

BibTex 


@inproceedings{BUT118866,
  author="Tomáš {Ficker} and Dalibor {Martišek}",
  title="Shear strength of rocks by visual assessment",
  annote="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.",
  address="STEF92 Technology Ltd., Sofie, Bulharsko",
  booktitle="15th International multidisciplinary scientific geoconference, Conference Proceedings, vol. II",
  chapter="118866",
  doi="10.5593/sgem2015B12",
  edition="Hydrology, Engineering geology & Geotechnics",
  howpublished="print",
  institution="STEF92 Technology Ltd., Sofie, Bulharsko",
  year="2015",
  month="june",
  pages="641--648",
  publisher="STEF92 Technology Ltd., Sofie, Bulharsko",
  type="conference paper"
}