Table 1 Soil consistency classification based on the undrained shear strength, Su of an intact soil66,67.

From: A geo-chemo-mechanical study of a highly polluted marine system (Taranto, Italy) for the enhancement of the conceptual site model

Consistency

Description

Su, kPa

Very soft/fluid

Exudes between fingers when squeezed in hand

 < 20

Soft

Moulded by light finger pressure

20–40

Firm

Can be moulded by strong finger pressure

40–75

Stiff

Cannot be moulded by fingers Can be indented by thumb nail

75–150

Very stiff

Can be indented by thumb nail and crushable under pressure

150–300

Hard

Cannot be indented by thumb nail

 > 300