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Author(s):	Starke, P.
Title:
Abstract:	Zur Berechnung des kleinsten, also für die Einbindetiefe t massgebenden Erdwiderstands vor aufgelösten Baugrubenwänden werden dimensionsfreie Beiwerte für den Reibungsanteil und die kritische Einbindetiefe in Tabellenform und als Diagramm angegeben. Sie gelten nur für behinderte Vertikalbewegung der Bohlwand und für homogenen , kohäsionslosen Boden unterhalb der Aushubsohle.
Source:	Bautechnik 65 (1988), No. 10
Page/s:	353-355
Language of Publication:	German

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