Load and resistance factor design of shallow foundations against bearing failure

Shallow foundation designs are typically governed either by settlement, a serviceability limit state, or by bearing capacity, an ultimate limit state. While geotechnical engineers have been designing against these limit states for over half a century, it is only recently that they have begun to migr...

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Veröffentlicht in:Canadian geotechnical journal 2008-11, Vol.45 (11), p.1556-1571
Hauptverfasser: Fenton, Gordon A, Griffiths, D. V, Zhang, Xianyue
Format: Artikel
Sprache:eng
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