A soil profile is shown in the figure below. A uniformly distributed load, Ao is applied at the ground surface equal to 100 kPa. Aa 100 kN/m2 2m Ydry 14 kN/m Groundwater table 4 m Yat18 kN/m Yat 19 kN/m 35 m Void ratio, e 30.8 LL-40 O Sand Clay What is the settlement (in mm) of the clay layer caused by primary consolidation if the clay has a preconsolidation pressure of 200 kPa? Report your answer to the nearest whole number.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A soil profile is shown in the figure below. A uniformly distributed load,
Ao
,is applied at the ground surface equal to 100 kPa.
Ao 100 kN/m2
2m
Yary
= 14 kN/m
Groundwater table
4 m
Yuat18 kN/m
Kat 19 kN/m
Void ratio, e 0.8
35m
LL 40
Sand Clay
What is the settlement (in mm) of the clay layer caused by primary consolidation if the
clay has a preconsolidation pressure of 200 kPa?
Report your answer to the nearest whole number.
О 38
O 68
O 190
O none of the above
Transcribed Image Text:A soil profile is shown in the figure below. A uniformly distributed load, Ao ,is applied at the ground surface equal to 100 kPa. Ao 100 kN/m2 2m Yary = 14 kN/m Groundwater table 4 m Yuat18 kN/m Kat 19 kN/m Void ratio, e 0.8 35m LL 40 Sand Clay What is the settlement (in mm) of the clay layer caused by primary consolidation if the clay has a preconsolidation pressure of 200 kPa? Report your answer to the nearest whole number. О 38 O 68 O 190 O none of the above
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