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Transitions in structure of clay fills due to suction oscillations

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F14%3A10293221" target="_blank" >RIV/00216208:11310/14:10293221 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1016/j.proeps.2014.06.011" target="_blank" >http://dx.doi.org/10.1016/j.proeps.2014.06.011</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.proeps.2014.06.011" target="_blank" >10.1016/j.proeps.2014.06.011</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Transitions in structure of clay fills due to suction oscillations

  • Original language description

    In North-western Bohemia the excavated overburden from open-cast coal mines is end-dumped in fills. Clay-type soil prevails among the filled soils. As a consequence of the character and state of the soil, together with the mining and dumping technology,the clay fill comprises a typical lumpy structure. Large and open macrovoids between the single lumps are a characteristic feature of the clay fills. The filled overburden forms spoil heaps under high angles of repose (as high as 40 degrees) which is governed by size and shape of the lumps. However these slopes cannot be considered for design of clay fill final slopes. The lumpy clay fill structure is metastable. Structure transitions influencing the mechanical behaviour and thus slope inclination of the heaps are presented in this contribution. Three main agents are responsible for the transitions of the lumpy structure: Plastic straining of relatively weak lumps as a consequence of overburden load; collapse on wetting of the open meta

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2014

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    THIRD ITALIAN WORKSHOP ON LANDSLIDES: HYDROLOGICAL RESPONSE OF SLOPES THROUGH PHYSICAL EXPERIMENTS, FIELD MONITORING AND MATHEMATICAL MODELING

  • ISBN

  • ISSN

    1878-5220

  • e-ISSN

  • Number of pages

    10

  • Pages from-to

    153-162

  • Publisher name

    ELSEVIER SCIENCE BV

  • Place of publication

    AMSTERDAM

  • Event location

    Naples, ITALY

  • Event date

    Oct 23, 2013

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article

    000345396400016