This spreadsheet performs shallow foundation design using data from the Standard Penetration Test. Various
methods are used for the bearing capacity criterion and the settlement criterion (serviceability). The program was
developed as part of a research on the reliability of the use of SPT in the shallow foundation design.

For more information on the SPT and its application on shallow foundation design including free download of a related
paper
click here.

Subscribe for free to the Geoengineer Newsletter by clicking to the figure to the side to be informed on updates

Bearing Capacity Criterion

Method 1: Terzaghi bearing capacity equation

The SPT blowcount is correlated to the friction angle. Two correlations are used: The Schmertmann (1975) and the
Hatanaka and Uchida (1996). These methods are based on actual data and take into account the effect of the
overburden stress. The more traditional recommendations (Peck et al. 1984, Meyerhof 1956) are not used in this
program as the use of the Standard Penetration Test has improved since then.

Method 2: Meyerhof (1965)

This is a simple empirical equation provided by Meyerhof and is in general very conservative.


Settlement Criterion

The Burland and Burbdige (1984) method is used, which was considered by the author as the most reliable method to
date. The N value in this method is the average N value over the depth of influence below the footing, approximately,
1.5 times the width of the foundation. This is a statistical method, and for that reason, the mean + sigma and mean -
sigma ranges are also shown.

Corrections need to be made in the SPT blowcount, according to the recommendations of Youd et al (2001), for the
type of sampler, the rod length, the borehole diameter, the energy transmitted to the sampler and the overburden
stress.

A sample of the graphic representation of the results of the analyses is shown in the Figure below for a blowcount of
10.
































Download

This is version 1.0. The program was published in June 2001. Improved programs may become available in the future.
Subscribe to the Geoengineer Newsletter to be informed of these updates.

Download spreadsheet for free


References:

Burland, J.B., Burbidge, M.C. (1984), Settlement of foundations on sand and gravel, Proceedings of the Institution of
Civil Engineers, Part 1, 1985, 78, Dec., 1325-1381.

Hatanaka, M., Uchida, A. (1996).  Empirical correlation between penetration resistance and effective friction of sandy
soil.  Soils & Foundations, Vol. 36 (4), 1-9, Japanese Geotechnical Society.

Mayne, P.W. (2001), Geotechnical site characterization using Cone, piezocone, SPTu, and VST, Civil and Environmental
Engineering Department, Georgia Institute of Technology

Meyerhof, G.G. (1956), Penetration tests and bearing capacity of cohesionless soils, Journal of the soil mechanics and
foundation division, ASCE, Vol. 82, No. SM1, January, pp. 1-19.

Schmertmann, J.H. (1975), Measurement of insitu shear strength, keynote lecture, Proceedings of the conference on
in-situ measurement of soil properties, June 1-4, 1975, vol. II, American Society of Civil Engineers.

More information:
"Reliability of shallow foundation design using the Standard Penetration Test": View online information and download
paper

back to The Geoengineer applications session!

Dimitris P. Zekkos personal website
Shallow Foundation Design using the Standard Penetration Test (SPT)
developed by: Dimitris P. Zekkos
Copyright © 2004 Dimitris Zekkos. All rights reserved.
Want to be informed of
updates for FREE?
Home / About / Newsletter / Events / Forums / Blogs / Sponsors / Donors / Contribute / Contact us / Search /