Detail publikace

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part III: Fourier Reconstruction of Material Discontinuities

FICKER, T. MARTIŠEK, D.

Originální název

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part III: Fourier Reconstruction of Material Discontinuities

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The right assessment of roughness parameters of rock joints is a crucial point in evaluating mechanical stability of rock grounds supporting large civil engineering structures like industrial buildings, buildings in urban housing estates, dams, tunnels or bridges. The Fourier replicas facilitate an automatic assessment of such relevant parameters and thus a special care must be paid to the Fourier procedure that is an important part of this assessment.

Klíčová slova

Rock joints; Fourier replicas; roughness analysis; surface morphology; rock joint coefficients.

Autoři

FICKER, T.; MARTIŠEK, D.

Rok RIV

2014

Vydáno

16. 10. 2014

Nakladatel

Slovenská technická 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

1

Strany do

4

Strany počet

4

BibTex

@inproceedings{BUT109969,
  author="Tomáš {Ficker} and Dalibor {Martišek}",
  title="UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part III: Fourier Reconstruction of Material Discontinuities",
  booktitle="12th International Conference on New Trends in Statics and Dynamics of Buildings",
  year="2014",
  number="1",
  pages="1--4",
  publisher="Slovenská technická univerzita",
  address="Bratislava",
  isbn="978-80-227-4259-7"
}