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United Facilities Criteria CD 1
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> Figure 6-5. Ultimate bearing capacity of deep foundations
Figure 6-4. Example of bearing capaclty computation for inclined eccentric load on rectangular footing.
Figure 6-6. Bearing capacity factors for strip and circular footings on layered foundations in clay
Soils and Geology Procedures for Foundation Design of Building and Other
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TM
5-818-1
/ AFM
88-3,
Chap.
7
U. S.
Army
Corps
of
Engineers
Figure
6-5.
Ultimate
bearing
capacity
of
deep
foundations.
6-7
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