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Small-scale regional engineering geological study of the Czech Republic evaluating the relationship between slope gradients and engineering geological zones

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27240%2F24%3A10254963" target="_blank" >RIV/61989100:27240/24:10254963 - isvavai.cz</a>

  • Alternative codes found

    RIV/61989100:27350/24:10254963

  • Result on the web

    <a href="https://www.webofscience.com/wos/woscc/full-record/WOS:001180936100031" target="_blank" >https://www.webofscience.com/wos/woscc/full-record/WOS:001180936100031</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1038/s41598-024-55972-z" target="_blank" >10.1038/s41598-024-55972-z</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Small-scale regional engineering geological study of the Czech Republic evaluating the relationship between slope gradients and engineering geological zones

  • Original language description

    The aim of the small-scale regional engineering geological study of the Czech Republic was to evaluate the relationship between slope gradient and engineering geological zones. The research motivation was to determine the average slope gradient, 25%, 50% (median) and 75% quantiles related to the different engineering geological zones. This scientific information is critical from the perspectives of engineering geology, geotechnical engineering, and foundation engineering because an increasing slope gradient evokes the need to create a cut respectively foundation excavation or another excavation in the geological structure, which increases the probability of occurrence of the problem in terms of differential settlement and bearing capacity of the structures. The research was carried out in the territory of the Czech Republic in 8 Quaternary zones with soil foundation ground and 10 pre-Quaternary zones with rocks and semi-rocks and their eluvia. A significant difference in the statistical characteristics of slope gradients was found in the group of Quaternary engineering geological zones (evaluated group I) compared to the group of pre-Quaternary zones (evaluated group II). The value range of the average slope gradient was 1.65 degrees (16.9%) to 5.89 degrees (60.3%) for the Quaternary engineering geological zones (soil foundation ground), representing 43.4% difference. Whereas for the over-quaternary engineering geological zones (rocks, semi-rocks and their eluvia), the difference was much higher, 3.59 degrees (36.8%) to 9.76 degrees (100%-value determined as a referential because it was the maximum), which is also reflected in a more significant percentage difference of 63.2%.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2024

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Scientific Reports

  • ISSN

    2045-2322

  • e-ISSN

  • Volume of the periodical

    14

  • Issue of the periodical within the volume

    1

  • Country of publishing house

    US - UNITED STATES

  • Number of pages

    13

  • Pages from-to

  • UT code for WoS article

    001180936100031

  • EID of the result in the Scopus database

    999