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FICKER, T.
Originální název
UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part I: Basic notions and principles of solutions
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
Mechanically unstable environments nearby large civil engineering structures represent a critical problem that may cause disasters of large extents. This contribution deals with unstable rock ground situated beneath civil engineering structures that suffer from the risk of mechanical failure. The instability is caused by rock discontinuities whose strength is determined by the shear strength of rock joints. Computer evaluation of surface roughness of rock joints, as an important factor influencing shear strength, is the subject of this contribution.
Anglický abstrakt
Klíčová slova
Civil structures in unstable environment; rock discontinuities; joint roughness coefficients; assessment of roughness coefficients; computerized assessment.
Klíčová slova v angličtině
Autoři
Vydáno
16.10.2014
Nakladatel
Slovenksá technická univerzita
Místo
Bratislava
ISBN
978-80-227-4259-7
Kniha
12th International Conference on New Trends in Statics and Dynamics of Buildings
Strany od
1
Strany do
4
Strany počet
BibTex
@inproceedings{BUT109967, author="Tomáš {Ficker}", title="UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part I: Basic notions and principles of solutions", booktitle="12th International Conference on New Trends in Statics and Dynamics of Buildings", year="2014", number="1", pages="1--4", publisher="Slovenksá technická univerzita", address="Bratislava", isbn="978-80-227-4259-7" }