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Sheet pile behavior...
Sheet pile behavior during vibratory driving : numerical study based on a field test
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- Deckner, Fanny (författare)
- KTH,Jord- och bergmekanik
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- Johansson, Jörgen (författare)
- Norwegian Geotechnical Institute
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- Viking, Kenneth (författare)
- KTH,Jord- och bergmekanik,Trafikverket
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visa fler...
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- Hintze, Staffan (författare)
- KTH,Byggvetenskap
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visa färre...
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(creator_code:org_t)
- 2017
- 2017
- Engelska.
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Ingår i: Soil Dynamics and Earthquake Engineering. - 0267-7261 .- 1879-341X.
- Relaterad länk:
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https://urn.kb.se/re...
Abstract
Ämnesord
Stäng
- Vibrations due to sheet pile driving are a problem in many urban areas today. Increased knowledgeof the vibration transfer process from source to nearby objects is important in order to enableminimization of induced vibrations. The transfer of vibrations from sheet pile to soil is dependent onthe sheet pile behaviour during driving. This paper presents a 3D finite element study of thebehaviour of a vibratory driven sheet pile, complementing results from a full-scale field test. Thefinite element model accounts for strain dependent soil stiffness using an equivalent linear soilmodel. The conclusion is that the sheet pile bends considerably during driving with eccentricclamping. Furthermore, it is shown that the bending mode is similar irrespective of sheet pilepenetration depth.
Ämnesord
- TEKNIK OCH TEKNOLOGIER -- Samhällsbyggnadsteknik -- Geoteknik (hsv//swe)
- ENGINEERING AND TECHNOLOGY -- Civil Engineering -- Geotechnical Engineering (hsv//eng)
Nyckelord
- sheet pile
- vibratory driving
- 3D finite element modelling
- sheet pile vibrations
- ground vibrations
- Byggvetenskap
- Civil and Architectural Engineering
Publikations- och innehållstyp
- ref (ämneskategori)
- art (ämneskategori)
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