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Immediate (elastic) settlement of a footing
Settlement of a rigid square footing on an elastic soil from the bearing pressure, Young modulus and Poisson ratio. Reference: Elastic theory (influence factor for a rigid square footing).
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# Inputs
q_n := 150 kPa
B_f := 2 m
E_soil := 20 MPa
nu := 0.3
I_s := 0.82
# Settlement
s_i := q_n*B_f*(1 - nu^2)*I_s/E_soil = mm
s_i <= 25 mm =How to use this example
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