TECHNICAL NOTES
Mar 1, 1993

Numerical Evaluation of Terzaghi's Nγ

Publication: Journal of Geotechnical Engineering
Volume 119, Issue 3

Abstract

The major difficulty in obtaining Terzaghi's bearing capacity factor Nγ as a function of friction angle ϕ is finding the log‐spiral failure surface (angle φ) defining the radial shear zone that provides minimum passive pressure due to self weight Pγ. Terzaghi solved the problem graphically, by trial and error, and provided a plot of ϕ versus Nγ, probably based on the results of a few trial calculations. This note now provides the explicit mathematical expression for ΔPγ/Δφ and results of the numerical solution of ΔPγ/ΔφO for ϕ=0° to 53° that include Nγ values and geometric details of log spirals for each Nγ calculation. The results show that Terzaghi's Nγ values for ϕ=0° to 44° and the numerical results agree well. His Nγ value for ϕ=48°, however, appears much higher (780 versus 650), probably due to the sensitivity of Nγ to high γ values.

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References

1.
Bowles, J. E. (1968). Foundation analysis and design. McGraw‐Hill, New York, N.Y.
2.
Das, B. M. (1987). Theoretical foundation engineering. Elsevier Book Publishing Co., New York, N.Y.
3.
Das, B. M. (1990). Principles of geotechnical engineering. 2nd Ed., PWS‐KENT Publishing Co., Boston, Mass.
4.
Meyerhof, G. G. (1951). “The ultimate bearing capacity of foundations.” Géotechnique, 2, 201–331.
5.
Terzaghi, K. (1943). Theoretical soil mechanics. 5th Ed., John Wiley and Sons Inc., New York, N.Y.
6.
Vesic, A. S. (1973). “Analysis of ultimate loads of shallow foundations.” J. Soil Mech. Found. Div., ASCE, 99(1), 45–73.

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 119Issue 3March 1993
Pages: 598 - 607

History

Received: Mar 14, 1992
Published online: Mar 1, 1993
Published in print: Mar 1993

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Authors

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A. S. Kumbhojkar, Member, ASCE
Asst. Prof., Dept. of Civ. and Arch. Engrg., Univ. of Miami, Coral Gables, FL 33124

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