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Author(s):	Placzek, D.
Title:
Abstract:	Vorgestellt werden die Ergebnisse von Modellversuchen im Labor und Probebelastungen an Bohrpfählen in geneigtem Gelände. Ausgehend vom Bruchzustand, der durch die Modellversuche hinreichend genau beschrieben werden kann, wird für bestimmte Randbedingungen ein Berechnungsansatz für die Pfahltragfähigkeit abgeleitet, der durch die ausgeführten Pfahlprobebelastungen abgesichert ist.
Source:	Bautechnik 63 (1986), No. 11
Page/s:	368-376
Language of Publication:	German

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