1.0 For over consolidated clays, c’=0 (True/False) 2.0 Peak friction angles can be greater than ultimate friction angles
Posted: Mon May 02, 2022 10:16 am
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)
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)