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 |
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Format: | Artikel |
Sprache: | eng |
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