Standard Penetration Test (SPT)


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CONCEPT
The Standard Penetration test (SPT) is a common in situ testing method used to determine the geotechnical engineering properties of subsurface soils. It is a simple and inexpensive test to estimate the relative density of soils and approximate shear strength parameters.
DESCRIPTION AND PROCEDURE

 

Standard Penetration Test, SPT, involves driving a standard thick-walled sample tube into the ground at the bottom of a borehole by blows from a slide hammer with standard weight and falling distance. The sample tube is driven 150 mm into the ground and then the number of blows needed for the tube to penetrate each 150 mm (6 in) up to a depth of 450 mm (18 in) is recorded. The sum of the number of blows required for the second and third 6 in. of penetration is reported as SPT blowcount value, commonly termed  "standard penetration resistance" or the "N-value". 

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The N-value provides an indication of the relative density of the subsurface soil, and it is used in empirical geotechnical correlation to estimate the approximate shear strength properties of the soils.

Correlation between SPT-N value and friction angle and Relative density (Meyerhoff 1956)

SPT N3 
[Blows/0.3 m - 1 ft]

Soil packing
Relative Density [%]
Friction angle
[°]
< 4
Very loose
< 20
< 30
4 -10
Loose
20 - 40
30 - 35
10 - 30
Compact
40 - 60
35 - 40
30 - 50
Dense
60 - 80
40 - 45
> 50
Very Dense
> 80
> 45

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