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Permanent tunnel lining monitoring system for the purpose of further design optimization

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F23%3A00367880" target="_blank" >RIV/68407700:21110/23:00367880 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1201/9781003348443-294" target="_blank" >https://doi.org/10.1201/9781003348443-294</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1201/9781003348443-294" target="_blank" >10.1201/9781003348443-294</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Permanent tunnel lining monitoring system for the purpose of further design optimization

  • Original language description

    Design background of temperature loading of tunnel linings given by the European and national standards in Czech Republic might be unnecessarily strict, while the considered temperature changes across the thickness of the tunnel lining should be notably lower than values recommended by standards. Due to these reasons, multiple tunnel structures actually under construction were selected for installation of newly designed specific monitoring system into the linings of these tunnels. Monitoring system is installed into three tunnel structures, its design is adjusted to ensure its similarity in all the structures. Monitored spots of the measurement system are situated in central and boundary segments. The system measures temperature profiles and strain in crown and wall of tunnel segments. Measurement should provide sufficient basis for statistical evaluation of temperature changes reached in tunnel linings during the extended period of time. Strain monitoring of lining provides complex information about overall deformation of structure caused by force and non-force effects of loads. Result of tunnel lining monitoring will be an adjusted design temperature profile for purpose of tunnel lining evaluation. Consideration of proper and realistic temperature gradient in design of tunnel linings should optimize thickness and reinforcement of lining, therefore the reducing final costs of newly constructed tunnels.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/TH04010038" target="_blank" >TH04010038: System for permanent monitoring of material degradation in civil structures</a><br>

  • Continuities

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

Others

  • Publication year

    2023

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems

  • ISBN

    978-1-003-34844-3

  • ISSN

  • e-ISSN

  • Number of pages

    5

  • Pages from-to

    1792-1796

  • Publisher name

    CRC Press/Balkema

  • Place of publication

    Leiden

  • Event location

    Cape Town

  • Event date

    Sep 5, 2022

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article