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Abstract:	Es wird eine Theorie zur Beschreibung der Form des Erdwiderstands hinter den Bohlträgern von Bohlwänden in bindigen Böden vorgestellt und daraus eine Bestimmungsgleichung der erforderlichen Einspannlänge in Abhängigkeit von Trägerabstand, Aushubtiefe und den bodenmechanischen Werten abgeleitet.
Source:	Bautechnik 49 (1972), No. 8
Page/s:	264-269
Language of Publication:	German

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