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Influence of water content on the shear strength parameters of clayey soil in relation to stability analysis of a hillside in Brno region

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F13%3A00208338" target="_blank" >RIV/62156489:43410/13:00208338 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.11118/actaun201361061583" target="_blank" >http://dx.doi.org/10.11118/actaun201361061583</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.11118/actaun201361061583" target="_blank" >10.11118/actaun201361061583</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Influence of water content on the shear strength parameters of clayey soil in relation to stability analysis of a hillside in Brno region

  • Original language description

    Shear strength of soils is highly affected by moisture conditions (i.e. water content), especially if the soil contains clay materials. Usually the laboratory specimen, which are used to determine shear strength of soil are prepared at water content anddry density same as in the field conditions, without respect to the fact, that the conditions in the future might not remain the same. For the purpose of this study soil specimen were compacted and the optimum moisture content was identified. After compaction soil was tested at the dry side of optimum water content at w = 9 %, 10 % and 11 %. Parameters of shear strength were obtained and used for stability analysis with software GEOSLOPE/W 2012. According to referenced literature, it was expected for the shear strength of the soil to decrease with increasing water content. This hypothesis was not proven for clayey soil from Brno region. Development of values of friction angle and cohesion exhibited abnormal behaviour and such developmen

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/TA01020326" target="_blank" >TA01020326: Optimization of design and realization of low capacity roads pavements.</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2013

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis

  • ISSN

    1211-8516

  • e-ISSN

  • Volume of the periodical

    61

  • Issue of the periodical within the volume

    6

  • Country of publishing house

    CZ - CZECH REPUBLIC

  • Number of pages

    6

  • Pages from-to

    1583-1588

  • UT code for WoS article

  • EID of the result in the Scopus database