A section of a circular foundation with 2 m diameter is shown below. Given qo = 155 kN/m2, yclay =20 kN/m3, Cc= 0.27, Cs

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A section of a circular foundation with 2 m diameter is shown below. Given qo = 155 kN/m2, yclay =20 kN/m3, Cc= 0.27, Cs

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A Section Of A Circular Foundation With 2 M Diameter Is Shown Below Given Qo 155 Kn M2 Yclay 20 Kn M3 Cc 0 27 Cs 1
A Section Of A Circular Foundation With 2 M Diameter Is Shown Below Given Qo 155 Kn M2 Yclay 20 Kn M3 Cc 0 27 Cs 1 (52.92 KiB) Viewed 26 times
A section of a circular foundation with 2 m diameter is shown below. Given qo = 155 kN/m2, yclay =20 kN/m3, Cc= 0.27, Cs=0.098 & eo = 0.8, estimate consolidation settlement of the foundation. 1 m 1.5 m 0.5 m 2.5 m D = 2m Groundwater table 90 Sc = ? mm THY Sand y = 16.5 kN/m³ Sand Ysat 17.5 kN/m³ Normally consolidated clay =
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