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Towards an improved...
Towards an improved observational method
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- Spross, Johan, 1986- (författare)
- KTH,Jord- och bergmekanik
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- Johansson, Fredrik (författare)
- KTH,Jord- och bergmekanik
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- Stille, Håkan (författare)
- KTH,Jord- och bergmekanik
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- Larsson, Stefan (författare)
- KTH,Jord- och bergmekanik
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(creator_code:org_t)
- 2014-05-08
- 2014
- Engelska.
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Ingår i: Rock Engineering and Rock Mechanics. - : Taylor & Francis Group. - 9781138001497 ; , s. 1435-1440
- Relaterad länk:
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https://urn.kb.se/re...
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https://doi.org/10.1...
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Abstract
Ämnesord
Stäng
- The observational method is today an accepted method in Eurocode 7 for design of geotechnical structures. However, case studies with formal application of its principles are still rare. One reason could be that the method to some extent is considered complex and associated with low safety margins. In fact, the Eurocode does not give any reference to how the safety of the completed structure can be assured. This paper strives to open up a discussion on how the observational method can be improved by including a requirement for a safety margin of the completed structure. A methodology is outlined and illustrated with a simple calculation example analysing the safety of a square rock pillar. Lastly, the compatibility with the observational method is discussed.
Ämnesord
- TEKNIK OCH TEKNOLOGIER -- Samhällsbyggnadsteknik -- Geoteknik (hsv//swe)
- ENGINEERING AND TECHNOLOGY -- Civil Engineering -- Geotechnical Engineering (hsv//eng)
Nyckelord
- Rock mechanics
- observational method
- Eurocode
- reliability-based design
- Byggvetenskap
- Civil and Architectural Engineering
Publikations- och innehållstyp
- ref (ämneskategori)
- kon (ämneskategori)
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