Detail publikace

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part I: Basic notions and principles of solutions

FICKER, T.

Originální název

UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part I: Basic notions and principles of solutions

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

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.

Klíčová slova

Civil structures in unstable environment; rock discontinuities; joint roughness coefficients; assessment of roughness coefficients; computerized assessment.

Autoři

FICKER, T.

Rok RIV

2014

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

Číslo edice

1

Strany od

1

Strany do

4

Strany počet

4

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"
}