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Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A00161892" target="_blank" >RIV/68407700:21110/09:00161892 - isvavai.cz</a>

  • Alternative codes found

    RIV/75095360:_____/09:#0000072

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing

  • Original language description

    For the calculation of foundation settlement it is recommended to take into account so called influence zone inside the subsoil bellow the foundation structure. Influence zone inside the subsoil is the region where the load has a substantial influence onthe deformation of the soil skeleton. The soil skeleton is pre-consolidated or over consolidated due to the original geostatic stress state. An excavation changes the original geostatic stress state and it creates the space for the load transferred fromupper structure. The theory of elastic layer in Westergard manner is selected for the vertical stress calculation. The depth of influence zone is calculated from the equality of the original geostatic stress and the new geostatic stress due to excavation combined with the vertical stress from the upper structure. Two close formulas are presented for the influence zone calculation.

  • 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

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2009

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Structural Engineering and Mechanics

  • ISSN

    1225-4568

  • e-ISSN

  • Volume of the periodical

    33

  • Issue of the periodical within the volume

    5

  • Country of publishing house

    KR - KOREA, REPUBLIC OF

  • Number of pages

    13

  • Pages from-to

  • UT code for WoS article

    000271772300007

  • EID of the result in the Scopus database