Publication detail

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part IV: Classification and Evaluation of Material Discontinuities

FICKER, T. MARTIŠEK, D.

Original Title

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part IV: Classification and Evaluation of Material Discontinuities

English Title

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part IV: Classification and Evaluation of Material Discontinuities

Type

conference paper

Language

en

Original Abstract

This contribution describes an automatic assessment procedure of joint roughness coefficients of rock joints and presents particular applications of the procedure. The assessment of joint roughness coefficient is a crucial point when stability of rock ground beneath large civil engineering structures is tested.

English abstract

This contribution describes an automatic assessment procedure of joint roughness coefficients of rock joints and presents particular applications of the procedure. The assessment of joint roughness coefficient is a crucial point when stability of rock ground beneath large civil engineering structures is tested.

Keywords

Rock joints; roughness analysis; rock joint coefficients; computerized procedure; determination of roughness 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{BUT109970,
  author="Tomáš {Ficker} and Dalibor {Martišek}",
  title="UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part IV: Classification and Evaluation of Material Discontinuities",
  annote="This contribution describes an automatic assessment procedure of joint roughness coefficients of rock joints and presents particular applications of the procedure. The assessment of joint roughness coefficient is a crucial point when stability of rock ground beneath large civil engineering structures is tested.",
  address="Slovenská technická univerzita",
  booktitle="12th International Conference on New Trends in Statics and Dynamics of Buildings",
  chapter="109970",
  howpublished="electronic, physical medium",
  institution="Slovenská technická univerzita",
  year="2014",
  month="october",
  pages="1--4",
  publisher="Slovenská technická univerzita",
  type="conference paper"
}