SITUATION 5: A sand sample is subjected to direct shear testing at it's (in - situ) water content. Two tests are performed. For one of the tests, the sample shears at a stress of 400 kPa when the normal stress is 600 kPa. From these data, 15. Determine the value of the apparent cohesion. a. 100 kPa b. 179 kPa c. 230 kPa d. 221 kPa 16. Determine the corresponding angle of internal friction. a. 22.65 degrees b. 26.57 degrees c. 32.54 degrees d. 18.43 degrees
SITUATION 5: A sand sample is subjected to direct shear testing at it's (in - situ) water content. Two tests are performed. For one of the tests, the sample shears at a stress of 400 kPa when the normal stress is 600 kPa. From these data, 15. Determine the value of the apparent cohesion. a. 100 kPa b. 179 kPa c. 230 kPa d. 221 kPa 16. Determine the corresponding angle of internal friction. a. 22.65 degrees b. 26.57 degrees c. 32.54 degrees d. 18.43 degrees
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:SITUATION 5: A sand sample is subjected to
direct shear testing at it's (in - situ) water
content. Two tests are performed. For one of
the tests, the sample shears at a stress of 400
kPa when the normal stress is 600 kPa. From
these data,
15. Determine the value of the apparent
cohesion.
c. 230 kPa
d. 221 kPa
а. 100 kPa
b. 179 КРа
16. Determine the corresponding angle of
internal friction.
a. 22.65 degrees
b. 26.57 degrees
c. 32.54 degrees
d. 18.43 degrees
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