Consider a continuous foundation of width B = 1.4 m on a sand deposit with c' =
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Consider a continuous foundation of width B = 1.4 m on a sand deposit with c' = 0, ϕ' = 38°, and γ = 17.5 kN/m3. The foundation is subjected to an eccentrically inclined load (see Figure 6.33). Given: load eccentricity e = 0.15 m, Df = 1 m, and load inclination γ = 18°. Estimate the failure load Qu(ei) per unit length of the foundation
a. For a partially compensated type of loading [Eq. (6.89)]
b. For a reinforced type of loading [Eq. (6.90)]
Figure 6.33
Eq. (6.89)
Eq. (6.90)
Transcribed Image Text:
Qucei) Qulei) ke B B (b) (a)
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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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