Detail publikace

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

FICKER, T. MARTIŠEK, D.

Originální název

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

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

Rock joints; roughness analysis; rock joint coefficients; computerized procedure; determination of roughness 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{BUT109970,
  author="Tomáš {Ficker} and Dalibor {Martišek}",
  title="UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part IV: Classification and Evaluation 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"
}