A strip foundation (B=1m; L=2m) on a sand deposit is shown in the figure together with the variation of the modulus of elasticity Es.
Assuming a Y=115pcf and C2=10 years.
Calculate the elastic settlement of the foundation using a unit deformation influence factor.
m 3= 200kn/m² Es (km) 0 Im 0 Im x 2m 10,000 1 2 8,000 V -0.3 3 12,000 + 5 771 Rock Vz(m)
A strip foundation (B=1m; L=2m) on a sand deposit is shown in the figure together with the variation of the modulus of e
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A strip foundation (B=1m; L=2m) on a sand deposit is shown in the figure together with the variation of the modulus of e
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