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Some aspect of reliability-based design for tunnels using observational method (EC7)

Bjureland, William (author)
KTH,Jord- och bergmekanik
Spross, Johan (author)
KTH,Skolan för arkitektur och samhällsbyggnad (ABE)
Johansson, Fredrik (author)
KTH,Jord- och bergmekanik
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Stille, Håkan (author)
KTH,Jord- och bergmekanik
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 (creator_code:org_t)
Salzburg, 2015
2015
English.
In: EUROCK 2015 & 64th Geomechanics Colloquium. - Salzburg.
  • Conference paper (peer-reviewed)
Abstract Subject headings
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  • According to Eurocode 7, the observational method is an accepted design method, where a preliminary design may be updated as the construction progresses. However, Eurocode 7 does not give any advice on how to relate the observations to the acceptable level of safety of the structure. In this paper, we outline a methodology for how to use deformation measurements to predict the final deformation of a circular rock tunnel to calculate the probability of failure. Consequently, the measurements can be used to verify that the design does not violate the specified safety level. The paper shows the potential of combining the observational method with reliability-based design in tunneling

Subject headings

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Geoteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Geotechnical Engineering (hsv//eng)

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Bjureland, Willi ...
Spross, Johan
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Stille, Håkan
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Royal Institute of Technology

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