Situation 13 - The soil is acted upon by a uniformly distributed load AP = 60 kPa at the ground surface.AP = 60 kPaVdry 16.5 kN/m^34 mSandWater tableSandYsat = 18 kN/m^38 mYsat = 20 kN/m^3e = 0.85LL - 48 %Clay!6 mCompute the settlement of the clay layer, in mm, caused by primary consolidation if the preconsolidation pressure of clay is 230 kPa. Use Cs = Cc/5. Round off to the nearest whole number.

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Situation 13 - The soil is acted upon by a uniformly distributed load AP = 60 kPa at the ground surface. AP = 60 kPa Yary- 16.5 kN/m^3 Sand Water table Sand Ysat - 18 kN/m^3 Vsat- 20 kN/m3 e- 0.85 LL- 48 % Clay Compute the settlement of the clay layer, in mm, caused by primary consolidation if the preconsolidation pressure of clay is 230 kPa. Use Cs = Cc/5. Round off to the nearest whole number.

Situation 13 - The soil is acted upon by a uniformly distributed load AP = 60 kPa at the ground surface. AP = 60 kPa Yary- 16.5 kN/m^3 Sand Water table Sand Ysat - 18 kN/m^3 Vsat- 20 kN/m3 e- 0.85 LL- 48 % Clay Compute the settlement of the clay layer, in mm, caused by primary consolidation if the preconsolidation pressure of clay is 230 kPa. Use Cs = Cc/5. Round off to the nearest whole number.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.4P

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