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Question
In a triaxial test at failure, major principal stress was 180 kPa, minor principal stress was 100 kPa, and pore pressure was 20 kPa. The angle of shearing resistance of the sandy soil tested is
A.
54.73°
B.
19.46°
C.
9.73°
D.
None of the above
Answer ( Option B)

19.46°

Solution

Major principal stress
Minor principal stress

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