(a) A dry sand sample is tested in direct shear. The test procedure includes having a normal (compressive) stress of 200 kPa imposed while the sample undergoes shearing. The sample fails when the shear stress reaches 135 kPa. From this data, determine the angle of internal friction o for the soil. (b) A second sample of the same sand is also to be tested in direct shear, but the applied nor- mal (compressive) stress will be 145 kPa. What shear stress is expected

Structural Analysis
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Chapter2: Loads On Structures
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(a) A dry sand sample is tested in direct shear.
The test procedure includes having a normal
(compressive) stress of 200 kPa imposed
while the sample undergoes shearing. The
sample fails when the shear stress reaches
135 kPa. From this data, determine the
angle of internal friction o for the soil.
(b) A second sample of the same sand is also to
be tested in direct shear, but the applied nor-
mal (compressive) stress will be 145 kPa.
What shear stress is expected to cause the
sample to fail?

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