What is the Settlement Under Foundations?
Posted in Soil Engineering |
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To calculate the approximate value of settlement the following equations is used. This establishes a relationship between loads on foundations and settlement
q/P = C1(1+2d/b) + C2/b
where
q = load intensity, lb/ft2 (kg/m2)
P= settlement, in (mm)
d =depth of foundation below ground surface, ft (m)
b=width of foundation, ft (m)
C1 =coefficient dependent on internal friction
C2 = coefficient dependent on cohesion
