A section of a foundation 1 m * 2 m is shown below. Given q0 = 195 kN/m2, yclay = 18 kN/m3, Cc = 0.33, Cs = 0.113, e0 =

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A Section Of A Foundation 1 M 2 M Is Shown Below Given Q0 195 Kn M2 Yclay 18 Kn M3 Cc 0 33 Cs 0 113 E0 1 (47.63 KiB) Viewed 21 times

A section of a foundation 1 m * 2 m is shown below. Given q0 = 195 kN/m2, yclay = 18 kN/m3, Cc = 0.33, Cs = 0.113, e0 = 0.8 and A = 0.7, estimate consolidation settlement of the foundation, taking into account the effect. three-dimensional 1 m 1.5 m 0.5 m 2.5 m BXL=1m x 2m Groundwater table 90 Sc = ? mm Sand Y = 16.5 kN/m³ Sand Ysat 17.5 kN/m³ Normally consolidated clay =