Publication detail

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

FICKER, T. MARTIŠEK, D.

Original Title

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

English Title

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

Type

conference paper

Language

en

Original Abstract

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.

English abstract

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.

Keywords

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

RIV year

2014

Released

16.10.2014

Publisher

Slovenská technická univerzita

Location

Bratislava

ISBN

978-80-227-4259-7

Book

12th International Conference on New Trends in Statics and Dynamics of Buildings

Issue number

1

Pages from

1

Pages to

4

Pages count

4

Documents

BibTex 


@inproceedings{BUT109969,
  author="Tomáš {Ficker} and Dalibor {Martišek}",
  title="UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part III: Fourier Reconstruction of Material Discontinuities",
  annote="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.",
  address="Slovenská technická univerzita",
  booktitle="12th International Conference on New Trends in Statics and Dynamics of Buildings",
  chapter="109969",
  howpublished="electronic, physical medium",
  institution="Slovenská technická univerzita",
  year="2014",
  month="october",
  pages="1--4",
  publisher="Slovenská technická univerzita",
  type="conference paper"
}