1.0 For over consolidated clays, c’=0 (True/False) 2.0 Peak friction angles can be greater than ultimate friction angles

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answerhappygod
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1.0 For over consolidated clays, c’=0 (True/False) 2.0 Peak friction angles can be greater than ultimate friction angles

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1.0 For over consolidated clays, c’=0 (True/False)
2.0 Peak friction angles can be greater than ultimate friction
angles for dense sand (True/False)
3.0 C’ and φ’ cannot be determined from consolidated drained
test (True/False)
4.0 Dense soil tends to expand during shear (True/False)
5.0 Undrained friction angle (i.e. from unconsolidated undrained
test) of saturated clay is lower than drained friction angle for
the same clay (True/False)
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