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Abstract:	Es wird über bis zu 28 m hohe dauerhaft rückverankerte Bohrpfahlwände mit bis zu 14 Ankerlagen berichtet. Die Bodenverhältnisse werden geschildert, der zeitliche Verlauf der Ankerkräfte wird ebenso beschrieben wie die Wandverformungen.
Source:	Bautechnik 50 (1973), No. 8
Page/s:	258-264
Language of Publication:	German

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