Publication detail

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part II: Unstable Material Discontinuities and their Digital Imaging

FICKER, T. MARTIŠEK, D.

Original Title

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part II: Unstable Material Discontinuities and their Digital Imaging

English Title

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part II: Unstable Material Discontinuities and their Digital Imaging

Type

conference paper

Language

en

Original Abstract

The present contribution describes assembly of a new imaging hardware adapted to macroscopic samples of rock discontinuities. The contribution brings the corresponding photo-documentation of the device together with the series of resulted images of discontinuities. The new device serves for assessment of rock joint coefficients that are required for stability evaluation of rock ground beneath large civil engineering structures.

English abstract

The present contribution describes assembly of a new imaging hardware adapted to macroscopic samples of rock discontinuities. The contribution brings the corresponding photo-documentation of the device together with the series of resulted images of discontinuities. The new device serves for assessment of rock joint coefficients that are required for stability evaluation of rock ground beneath large civil engineering structures.

Keywords

Rock joints; new imaging hardware; three-dimensional reliefs; roughness analysis; computerized procedure.

RIV year

2014

Released

16.10.2014

Publisher

Slovenská technká 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{BUT109968,
  author="Tomáš {Ficker} and Dalibor {Martišek}",
  title="UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part II: Unstable Material Discontinuities and their Digital Imaging",
  annote="The present contribution describes assembly of a new imaging hardware adapted to macroscopic samples of rock discontinuities. The contribution brings the corresponding photo-documentation of the device together with the series of resulted images of discontinuities. The new device serves for assessment of rock joint coefficients that are required for stability evaluation of rock ground beneath large civil engineering structures.",
  address="Slovenská technká univerzita",
  booktitle="12th International Conference on New Trends in Statics and Dynamics of Buildings",
  chapter="109968",
  howpublished="electronic, physical medium",
  institution="Slovenská technká univerzita",
  year="2014",
  month="october",
  pages="1--4",
  publisher="Slovenská technká univerzita",
  type="conference paper"
}