Lesson 08 - Shallow Foundations
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