A column foundation (Figure P6.9) is 3 m 2 m in plan. Given: D f =
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A column foundation (Figure P6.9) is 3 m × 2 m in plan. Given: Df = 1.5 m, ϕ' = 25°, c' = 70 kN/m2. Using Eq. (6.28) and FS = 3, determine the net allowable load [see Eq. (6.24)] the foundation could carry.
Figure P6.9
Eq. (6.24)
Eq. (6.28)
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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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