Calculate 6,µ and 6' with depth. H1 = 6 ft, H2 = 4 ft. H3= 9.0 feet Degree of Saturation in capillary rise zone ,S= 50% Dry sand Gs = 2.68, e=0.543 Clay Gs = 2.735 , e = 0.765 Bottom clay Gs = 2.752, e= 0.967 H3
Calculate 6,µ and 6' with depth. H1 = 6 ft, H2 = 4 ft. H3= 9.0 feet Degree of Saturation in capillary rise zone ,S= 50% Dry sand Gs = 2.68, e=0.543 Clay Gs = 2.735 , e = 0.765 Bottom clay Gs = 2.752, e= 0.967 H3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Calculate 6,µand 6' with depth.
H1 = 6 ft, H2 = 4 ft. H3= 9.0 feet
Degree of Saturation in capillary rise zone ,S= 50%
Dry sand Gs = 2.68, e=0.543
Clay Gs = 2.735 , e = 0.765
Bottom clay Gs = 2.752, e= 0.967
H3
Dry sand
Clay; zone of capillary rise
Clay
Rock
ーミ](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffc74459c-8d9c-4bd6-bef7-12ed6362cad6%2Faba6ae81-1a78-4e57-9945-7757825ea048%2F62h492u_processed.png&w=3840&q=75)
Transcribed Image Text:Calculate 6,µand 6' with depth.
H1 = 6 ft, H2 = 4 ft. H3= 9.0 feet
Degree of Saturation in capillary rise zone ,S= 50%
Dry sand Gs = 2.68, e=0.543
Clay Gs = 2.735 , e = 0.765
Bottom clay Gs = 2.752, e= 0.967
H3
Dry sand
Clay; zone of capillary rise
Clay
Rock
ーミ
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