Critical shear stress of cohesive sediment
(a) Decreases with the void ratio for a given plasticity index
(b) Increases with the plasticity index for a given void ratio
(c) Increases with shear strength for a given clay content
(d) All of the above.
(a) Decreases with the void ratio for a given plasticity index
(b) Increases with the plasticity index for a given void ratio
(c) Increases with shear strength for a given clay content
(d) All of the above.