Ds A 8m X 16 M Surface Loading Of 100 Kpa Is Applied On Top Of The Soil Coefficient Of Volume Compressibility Of The Cla 1 (58.07 KiB) Viewed 51 times
Ds A 8m X 16 M Surface Loading Of 100 Kpa Is Applied On Top Of The Soil Coefficient Of Volume Compressibility Of The Cla 2 (101.8 KiB) Viewed 51 times
ds A 8m x 16 m surface loading of 100 kPa is applied on top of the soil coefficient of volume compressibility of the clay my - 600 x 10-6 m²/kN. Estimate the settlement at the centre of the loaded area. Note: s= m Ad H 16 m q=100 kPa 8 m Impervious rock Clay 8 m
Values of I 0.24 0.22 0.20 0.18 0.16 0.14 0.12 0.10 0.08 0.06 0.04 0.02 0 1² m= 0.01 NA0₂ 0.5 N q (pressure) X ma Ao₂=qx la Note: m & n are interchangeable 0.1 1.8 1.6 1.4 2.0: Values of n = L/z m= 00 3.0- 2.5 1.0 1.2 1.0 40.9 0.8 0.7 0.6- 0.5 0.4 0.3 0.2 m = 0.1 10
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