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

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU110836" target="_blank" >RIV/00216305:26110/14:PU110836 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
UNSTABLE GROUND BENEATH LARGE CIVIL ENGINEERING STRUCTURES. Part I: Basic notions and principles of solutions
Original language description
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 shearstrength, is the subject of this contribution.
Czech name
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Czech description
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Project
<a href="/en/project/GA13-03403S" target="_blank" >GA13-03403S: Morphology analysis of fracture surfaces and its consequences for stability of large civil engineering constructions</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
12th International Conference on New Trends in Statics and Dynamics of Buildings
ISBN
978-80-227-4259-7
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
1-4
Publisher name
Slovenksá technická univerzita
Place of publication
Bratislava
Event location
Bratislava
Event date
Oct 16, 2014
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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