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Author(s):	Stoffregen, U.; Dorn, A.
Title:
Abstract:	Bericht über Gründung, Berechnung, Konstruktion und Bauausführung des 275 m hohen Stahlbetonschornsteins, der am Schaft einen Durchmesser von über 22 m erreicht. Der Schornstein lagert auf einem Kreisringfundament, welches sich wiederum gegen 37 m lange Grossbohrpfähle abstützt. Diese Bohrpfähle müssen neben den Vertikallasten auch die Horizontallasten über Biegung und horizontale Bettung in den Baugrund einleiten.
Source:	Beton- und Stahlbetonbau 70 (1975), No. 7
Page/s:	165-170
Language of Publication:	German

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