Structure orientation analysis of Nové spojení Tunnel (Vítkov hill, Barrandian, Czech Republic)
Result description
Discontinuity data of the Southern railway tunnel of Nové spojení were analysed in order to characterize structure orientation of Vítkov hill. Tunnels of Nové spojení encounter Ordovician Šárka and Dobrotivá Formations. This locality is close by Prague Fault and sedimentary rocks in tunnels are deformed by it. Over 3000 major bedding planes and joint set traces were selected as representative data for statistical analysis of discontinuity strike. The tunnel was divided into total of 25 sections, 50 m each. However Western tunnel terminal section turned out to be less than 20 m and Eastern ending section 51 m. Twenty-five individual data sets were created from strike measurement of each section. In order to determine data sets? properties, strike measurements were divided into 12 intervals, 30° each. Strike frequency and cumulative relative frequency was calculated. All of twenty-five data sets shown non-Gaussian distribution.
Keywords
BarrandianOrdovicianVítkov HillKolmogorov-Smirnov testOrientation analysisTunnel
The result's identifiers
Result code in IS VaVaI
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Structure orientation analysis of Nové spojení Tunnel (Vítkov hill, Barrandian, Czech Republic)
Original language description
Discontinuity data of the Southern railway tunnel of Nové spojení were analysed in order to characterize structure orientation of Vítkov hill. Tunnels of Nové spojení encounter Ordovician Šárka and Dobrotivá Formations. This locality is close by Prague Fault and sedimentary rocks in tunnels are deformed by it. Over 3000 major bedding planes and joint set traces were selected as representative data for statistical analysis of discontinuity strike. The tunnel was divided into total of 25 sections, 50 m each. However Western tunnel terminal section turned out to be less than 20 m and Eastern ending section 51 m. Twenty-five individual data sets were created from strike measurement of each section. In order to determine data sets? properties, strike measurements were divided into 12 intervals, 30° each. Strike frequency and cumulative relative frequency was calculated. All of twenty-five data sets shown non-Gaussian distribution.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
DB - Geology and mineralogy
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Basic information
Result type
O - Miscellaneous
CEP
DB - Geology and mineralogy
Year of implementation
2014