Question 18 A consolidated undrained triaxial test is conducted on a sand specimen, the confining (consolidation) pressure is O3 = 200 kPa, the deviator stress at failure, (01 - 03)f =300kPa, the induced excess pore pressure at failure,Uf=80 kPa. Calculate the friction angle in term of total stress (Unit: Degrees) O 21.2 O 25.4 34.5 16.8
Question 18 A consolidated undrained triaxial test is conducted on a sand specimen, the confining (consolidation) pressure is O3 = 200 kPa, the deviator stress at failure, (01 - 03)f =300kPa, the induced excess pore pressure at failure,Uf=80 kPa. Calculate the friction angle in term of total stress (Unit: Degrees) O 21.2 O 25.4 34.5 16.8
Chapter2: Loads On Structures
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![Question 18
A consolidated undrained triaxial test is conducted on a sand specimen, the confining
(consolidation) pressure is O3 = 200 kPa, the deviator stress at failure,
(01 - 03)f =300kPa, the induced excess pore pressure at failure,Uf=80 kPa.
Calculate the friction angle in term of total stress (Unit: Degrees)
O 21.2
O 25.4
34.5
16.8
CS Scanned with CamScanner](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F82cc6127-5e60-4457-a501-c75392fa956a%2Fced8dd74-6559-45ac-b911-a8a86b12db82%2F46ugzw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 18
A consolidated undrained triaxial test is conducted on a sand specimen, the confining
(consolidation) pressure is O3 = 200 kPa, the deviator stress at failure,
(01 - 03)f =300kPa, the induced excess pore pressure at failure,Uf=80 kPa.
Calculate the friction angle in term of total stress (Unit: Degrees)
O 21.2
O 25.4
34.5
16.8
CS Scanned with CamScanner
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