Home      About     Database     Testing     Monitoring    Parameters     GeoDirectory     GeoSoftware

Standard Penetration Test

Geotechdata.info - Updated 2.7.2016

Pricing information and quote request on Geotechgate.com

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".

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, friction angle, and relative density

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

SPT N3
[Blows/0.3 m - 1 ft]

Soi 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

 

STANDARDS
  • BS 1377-7:1990
  • ASTM D3441 - ASTM D1586 - 08a Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils Link
IMAGES*

SPT

oedo1    oedo2  

VIDEOS*
  
REQUEST A QUOTE
Free quote for buying Standard Penetration Test equipment: Request a Quote
REFERENCES - EXTERNAL LINKS
  1. Meyerhof, G. (1956). Penetration tests and bearing capacity of cohesionless soils. J Soils Mechanics and Foundation Division ASCE, 82(SM1).

External Links

  1. Presentation of Standard Penetration Test, equipment layout, correlation between SPT and soil properties Ch. Baxter, UNiversity of Rhode Island
  2. Detailed description of Standard Penetration Test and parameters with figures J David Rogers, Lecture notes, Advanced Engineering Geology & Geotechnics, Missouri University of Science and Technology
  3. Standard Penetration Test on Wikipedia
  4. Standard Test Procedure Manual for SPT Saskatchewan Highways & Transportation, Canada
  5. SPT-CPT Correlations Peter K. Robertson, Richard G. Campanella, A. Wightman. 1983. Journal of Geotechnical Engineering, Vol. 109, No.11. ASCE. Available by Prof. P. Robertson's website.
  6. Subsurface Exploration using the Standard Penetration Test and the Cone Penetrometer Test J.D. Rogers. 2006. The Geological Society of America. Environmental and Engineering Geoscience, Vol. XIII, No.2, pp. 161-179.
  7. Engineering and Design: Standard Penetration Test1988. Technical Letter No. ETL 1110-1-138, (1988). U.S. Army Corps of Engineers, Washington, D.C.

Can you edit this page? Send us an email to editor@geotechdata.info
* The images and videos on this page are niegher owned nor hosted by Geotechdata.info. You are responsible for checking the copyright status of images with the owener before using them.