Do You Know?
π In-Situ Shear modulus of soil can be calculated from Pressure-meter test.
π Soil Consistency N-Value
Very Soft 0-2
Soft 3-4
Firm 5-8
Stiff 9-16
Very Stiff 16-32
Hard >32
π Soil Description Relative Density(%) N-Value
Very Loose <15 <4
Loose 15-35 4-10
Medium Dense 35-65 10-30
Dense 65-85 30-50
Very Dense >85 >50
π SPT: Suitable only for Cohesionless soil such as sandy soil
DCPT: Dynamic cone penetration test is conducted by driving the cone by blows of a hammer. This is primarily used for cohesive soils but also applicable for medium to fine sand.
SCPT: Static Cone penetration test is used for soil profiling. It also gives the value of end resistance and frictional resistance of sleeves.
πAuger boring is most effective in soft soils which can stand unsupported and have some stickiness so that they do not fall back into hole during lifting operation.
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