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Lesson 08 - Shallow Foundations

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⎛ ⎛ α1<br />

−⎞b<br />

b1<br />

− ⎜ ⎟<br />

q −⎜<br />

⎟<br />

⎝147.3<br />

⎠<br />

⎝ Nc<br />

tan φ ⎠<br />

Inclined Base<br />

gFootings with inclined base should be<br />

avoided or limted to angles less than 8-1<strong>08</strong><br />

10º<br />

qg ⎞ Sliding may be an issue for inclined bases<br />

Factor<br />

Base<br />

Inclination<br />

Factors,<br />

b c<br />

, b γ<br />

, b q<br />

Friction<br />

Angle<br />

Cohesion<br />

Term (c)<br />

Unit Weight<br />

Term (γ)<br />

Surcharge<br />

Term (q)<br />

b c<br />

b γ<br />

b q<br />

φ = 0 1.0 1.0<br />

φ > 0 (1-0.017α tanφ) 2 (1-0.017α tanφ) 2<br />

φ= friction angle, degrees;<br />

α = footing inclination from horizontal, upward +, degrees

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