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Lesson 08 - Shallow Foundations

Lesson 08 - Shallow Foundations

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Effect of Variation of Soil Properties<br />

and Footing Dimensions (Table 8-2) 8<br />

Properties and Dimensions<br />

γ = γ a<br />

= effective unit weight<br />

γ b<br />

= submerged unit weight<br />

D f<br />

= embedment depth<br />

B f<br />

= footing width (assume strip footing)<br />

A. Initial situation: γ = 120 pcf, D f<br />

= 0',<br />

B f<br />

= 5', deep water table<br />

B. Effect of embedment: D f<br />

= 5', γ=120<br />

pcf, B f<br />

= 5', deep water table<br />

C. Effect of width: B f<br />

= 10' γ = 120 pcf,<br />

D f<br />

= 0', deep water table<br />

D. Effect of water table at surface:<br />

γ = 57.6 pcf, D f<br />

= 0', B f<br />

= 5'<br />

Cohesive<br />

Soil<br />

φ = 0<br />

c = 1000 psf<br />

q ult<br />

(psf)<br />

Cohesionless<br />

Soil<br />

φ = 30 o<br />

c = 0<br />

q ult<br />

(psf)<br />

5140 6720

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