- Using the cone penetration test data in Figure below, a unit weight of 19 kN/m³, and an over consolidation ratio of 3, compute the following for the soil between depths of 5,8,15 and 18 m. b. Dr (assume the soil has some fines, but no mica)
c. Consistency (based on Table 3.3)
d. Φ'
e. N60 (use an estimated D50 of 0.60 mm) f. Determine the SBTn