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Author(s):	Pulsfort, M.; Walz, B.; Faes, M.
Title:
Abstract:	Zur Gründung hochbelasteter Stützen des Bahnhofsneubaus in Luzern in tiefliegenden, dicht bis sehr dicht gelagerten Feinsandschicht-en wurden grosskalibrige Bohrpfähle mit 3.2 m Durchmesser bis zu einer Länge von 60 m ausgeführt. Der Nachweis der Standsicherheit des unverrohrten, suspensionsgestützten Bohlochs liess sich unter Ausnutzung der radialsymmetrisch-räumlichen Randbedingungen nach einer modifizierten Elementscheibentheorie führen.
Source:	Bautechnik 65 (1988), No. 8
Page/s:	253-256
Language of Publication:	German

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