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
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"
}