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Deployment of FBG Sensors in Static Load Test of Diaphragm Wall – Field Test

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21720%2F20%3A00344422" target="_blank" >RIV/68407700:21720/20:00344422 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.5593/sgem2020/1.1/s02.056" target="_blank" >https://doi.org/10.5593/sgem2020/1.1/s02.056</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.5593/sgem2020/1.1/s02.056" target="_blank" >10.5593/sgem2020/1.1/s02.056</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Deployment of FBG Sensors in Static Load Test of Diaphragm Wall – Field Test

  • Original language description

    Fiber Bragg Grating (FBG) sensors are used worldwide in structural health monitoring as a highly effective strain sensing method. Compared to traditional strain sensing methods in geotechnics, such as measurement by extensometers, deformeters, or strain gauges, FBG technology is beneficial in many issues, such as small dimensions of the sensor, easy and fast installation, long-term stability, immunity to electromagnetic interference or possibility of having dozens of sensing points on a single measuring cable. One part of the D3 highway construction, connecting the capital city Prague with southern Bohemia, is Pohůrka tunnel in the suburbs of the city of České Budějovice. With regard to the geomorphology of the locality and directional and elevational design of the highway, the tunnel is designed to be cut and cover. It has two 995.5 m long tubes, guided in two opposing curves. Due to complicated geotechnical and hydrogeological conditions in combination with demanding construction, static load tests of selected individual lamellae of diaphragm walls designed as retaining, loadbearing as well as sealing structures of the cut and cover tunnel were planned. Two test lamellae were instrumented for the purpose of static load test by resistance strain gauges, as well as FBG sensors. After the load tests, the results from both measurement technologies were compared to each other. The differences between the values obtained from FBG sensors and the values from strain gauges are acceptable enough; both measuring technologies proved their suitability in static load test of a diaphragm walls.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20201 - Electrical and electronic engineering

Result continuities

  • Project

    <a href="/en/project/LO1605" target="_blank" >LO1605: University Centre for Energy Efficient Buildings – Sustainability Phase</a><br>

  • Continuities

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

Others

  • Publication year

    2020

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    20th International Multidisciplinary Scientific Geoconference SGEM 2020

  • ISBN

    978-619-7603-04-0

  • ISSN

    1314-2704

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    449-456

  • Publisher name

    International Multidisciplinary Scientific GeoConference SGEM

  • Place of publication

    Sofia

  • Event location

    Albena

  • Event date

    Aug 16, 2020

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article