The saturated unit weight of a 10 m thick clay layer is 20 kN/m3. Calculate the vertical effective stress at a depth of 5 m if the groundwater level is at the surface and select the correct answer from the below: O A. Total stress 50 kPa Porewater pressure 48.5 kPa Effective stress 52.1 kPa O B. Total stress 120 kPa Porewater pressure 40 kPa Effective stress = 60 kPa 2C. Total stress 100 kPa Porewater pressure 49.1 kPa Effective stress = 50.1 KPa

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.12P
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The saturated unit weight of a 10 m thick clay layer is 20 kN/m3. Calculate the vertical effective stress
at a depth of 5 m if the groundwater level is at the surface and select the correct answer from the below:
O A. Total stress = 50 kPa
Porewater pressure = 48.5 kPa
Effective stress = 52.1 kPa
O B. Total stress = 120 kPa
Porewater pressure = 40 kPa
Effective stress = 60 kPa
O C. Total stress = 100 kPa
Porewater pressure = 49.1 kPa
Effective stress = 50.1 Pa
O D. Total stress 110 kPa
Porewater pressure = 42.2 kPa
Effective stress = 55 kPa
Transcribed Image Text:The saturated unit weight of a 10 m thick clay layer is 20 kN/m3. Calculate the vertical effective stress at a depth of 5 m if the groundwater level is at the surface and select the correct answer from the below: O A. Total stress = 50 kPa Porewater pressure = 48.5 kPa Effective stress = 52.1 kPa O B. Total stress = 120 kPa Porewater pressure = 40 kPa Effective stress = 60 kPa O C. Total stress = 100 kPa Porewater pressure = 49.1 kPa Effective stress = 50.1 Pa O D. Total stress 110 kPa Porewater pressure = 42.2 kPa Effective stress = 55 kPa
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