Detail publikace

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

Originální název

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

Anglický název

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

Jazyk

en

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.

Anglický 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.

Dokumenty

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"
}