The following data at failure were obtained from two CU test
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The following data at failure were obtained from two CU tests on a soil: Test s3 (kPa) s1 2 s3 (kPa) Du (kPa) 1 100 240
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The following data at failure were obtained from two CU tests on a soil: Test s3 (kPa) s1 2 s3 (kPa) Du (kPa) 1 100 240 260 2 150 270 290 (a) Determine the friction angle for each test. (b) Determine the change in dilation angle between the two tests, if a CD test were carried out. (c) Determine the undrained shear strength for each test.
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