Situation 3: The water table in a certain deposit of soil is at a depth of 2m below the ground surface. The soil consists of clay up to depth of 4m from the ground and below which lies sand. The clay soil is saturated even above the water table: Clay strata: w = 30%, G, = 2.72 Sandy Strata: w = 26%, G, = 2.64
Situation 3: The water table in a certain deposit of soil is at a depth of 2m below the ground surface. The soil consists of clay up to depth of 4m from the ground and below which lies sand. The clay soil is saturated even above the water table: Clay strata: w = 30%, G, = 2.72 Sandy Strata: w = 26%, G, = 2.64
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
GEO NO. 9
SOLVE AND SHOW THE COMPLETE SOLUTION.
![Situation 3:
The water table in a certain deposit of soil is at a depth of 2m below the ground surface. The soil consists
of clay up to depth of 4m from the ground and below which lies sand. The clay soil is saturated even
above the water table:
Clay strata: w = 30%, G, = 2.72
Sandy Strata: w = 26%, G, = 2.64](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F73950b3a-833e-4388-8181-1439e58ba940%2F496edb3e-0a62-4aeb-9b27-f3d98b35bce8%2F6fq37i8_processed.png&w=3840&q=75)
Transcribed Image Text:Situation 3:
The water table in a certain deposit of soil is at a depth of 2m below the ground surface. The soil consists
of clay up to depth of 4m from the ground and below which lies sand. The clay soil is saturated even
above the water table:
Clay strata: w = 30%, G, = 2.72
Sandy Strata: w = 26%, G, = 2.64
![d.108.14KN L?
9.Compute the effective stress pressure at a depth of 8m below the ground surface.
а. 114.10КN,
/m²
b.106.88KN/m?
c. 94.9 KN/m?
m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F73950b3a-833e-4388-8181-1439e58ba940%2F496edb3e-0a62-4aeb-9b27-f3d98b35bce8%2F50ald7_processed.png&w=3840&q=75)
Transcribed Image Text:d.108.14KN L?
9.Compute the effective stress pressure at a depth of 8m below the ground surface.
а. 114.10КN,
/m²
b.106.88KN/m?
c. 94.9 KN/m?
m
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