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Differential substrate subsidence of the EnviHUT project pitched extensive green roof

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU122095" target="_blank" >RIV/00216305:26110/16:PU122095 - isvavai.cz</a>

  • Result on the web

    <a href="http://www.matec-conferences.org/articles/matecconf/abs/2017/07/contents/contents.html" target="_blank" >http://www.matec-conferences.org/articles/matecconf/abs/2017/07/contents/contents.html</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1051/matecconf/20179302005" target="_blank" >10.1051/matecconf/20179302005</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Differential substrate subsidence of the EnviHUT project pitched extensive green roof

  • Original language description

    In primary phase of testing building physical characteristics of the EnviHUT project extensive and semi-intensive roofs with 30° inclination occurred exceptional substrate subsidence. An extensive testing field with retaining geocell-system evinced differential subsidence of individual sectors after six months. Measured subsidence of installed substrate reached 40 % subsidence compared to originally designed height (intended layer thickness). Subsequent deformation of geocell-system additionally caused partial slide of substrate to drip edge area. These slides also influenced initial development of stonecrop plants on its surface. Except functional shortages the aesthetical function of the whole construction is influenced by the mentioned problem. The stated paper solves mentioned issues in view of installation method optimization, selection and modification of used roof substrate and in view of modification of geometric and building installed elements retaining system arrangement. Careful adjustment of roof system geometry and enrichment of original substrate fraction allow full functionality from pitched extensive green roof setting up. The modification scheme and its substantiation is a part of this technical study output.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/LO1408" target="_blank" >LO1408: AdMaS UP – Advanced Building Materials, Structures and Technologies</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2016

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    8th International Scientific Conference Building Defects (Building Defects 2016)

  • ISBN

    978-2-7598-9012-5

  • ISSN

    2261-236X

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    1-7

  • Publisher name

    EDP Sciences

  • Place of publication

    France

  • Event location

    České Budějovice

  • Event date

    Nov 24, 2016

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article

    000400194500015