Sheet pile behavior during vibratory driving: numerical study based on a field test

Sheet pile behavior during vibratory driving : numerical study based on a field test

Qc 20170320
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.

Johansson, JörgenNorwegian Geotechnical Institute (författare)
Viking, KennethKTH,Jord- och bergmekanik,Trafikverket(Swepub:kth)u1v7praz (författare)
Hintze, StaffanKTH,Byggvetenskap(Swepub:kth)u172gjog (författare)
KTHJord- och bergmekanik (creator_code:org_t)

Av författaren/redakt...: Deckner, Fanny; Johansson, Jörge ...; Viking, Kenneth; Hintze, Staffan

Om ämnet

TEKNIK OCH TEKNOLOGIER: TEKNIK OCH TEKNO ...; och Samhällsbyggnads ...; och Geoteknik

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