Detail publikace

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

Originální název

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

Anglický název

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

Jazyk

en

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.

Anglický 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.

Dokumenty

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"
}