An eccentrically loaded continuous foundation is shown in Figure P6.18. Determine the ultimate load Q u per
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An eccentrically loaded continuous foundation is shown in Figure P6.18. Determine the ultimate load Qu per unit length that the foundation can carry. Use the reduction factor method [Eq. (6.67)].
Figure P6.18.
Transcribed Image Text:
Qu 0.61 m y = 16.5 kN/m Groundwater table 1.22 m Ysat = 18.55 kN/m3 c' = 0 o' = 35° %3D 0.61 1.52 m-
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Related Book For
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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