6. From the given soil profile, the groundwater table is located 2m below the ground level.(See picture below)Compute the horizontal effective stress at point A. (Answer: 53.36 kPa)Compute the lateral effective stress at point A if the lateral earth pressure coefficient at rest is K0=0.50. (Answer: 26.68 kPa)Compute the lateral total stress at point A. (Answer: 56.11 m) 6.Problem:From the given soil profile, the ground watertable is located 2 m. below the ground level.ground surfaceS-0.60W=30%Gs-2.72 mV water table@-40%3 ma) Compute the horizontal effective stressat point A.b) Compute the lateral effective stress atpoint A if the lateral earth pressurecoefficient at rest Ko = 0.50.c) Compute the lateral total stress at pointA.7.Problem:

Answered: Image /qna-images/answer/b01f4de2-88a2-4adc-bf80-9961cf54dc81.jpg

Answered: 6. From the given soil profile, the…

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 9.4P

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6. From the given soil profile, the groundwater table is located 2m below the ground level.

(See picture below)

Compute the horizontal effective stress at point A. (Answer: 53.36 kPa)
Compute the lateral effective stress at point A if the lateral earth pressure coefficient at rest is K₀=0.50. (Answer: 26.68 kPa)
Compute the lateral total stress at point A. (Answer: 56.11 m)

Transcribed Image Text:6. Problem: From the given soil profile, the ground water table is located 2 m. below the ground level. ground surface S-0.60 W=30% Gs-2.7 2 m V water table @-40% 3 m a) Compute the horizontal effective stress at point A. b) Compute the lateral effective stress at point A if the lateral earth pressure coefficient at rest Ko = 0.50. c) Compute the lateral total stress at point A. 7. Problem:

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