Technical Note
Jan 5, 2016

Exact Solution of the Friction Circle Method

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Publication: International Journal of Geomechanics
Volume 16, Issue 4

Abstract

The modified friction circle method is still an important tool in slope-stability investigations. The theoretical soundness of this method was investigated, and it is shown here that there is theoretical inconsistency and that the radius of the friction circle is incorrect. Using fundamental relationships of classical mechanics, the exact solution is derived from first principles.

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References

Abramson, L. W., Lee, T. S., Sharma, S., and Boyce, G. M. (2002). Slope stability and stabilization methods, 2nd Ed., John Wiley and Sons, New York.
Das, B. M. (2010). Principles of geotechnical engineering, 7th Ed., Cengage Learning, Stamford, CT.
Frohlich, O. K. (1954). “General theory of stability of slopes.” Géotechnique, 5(1), 37–47.
Michalowski, R. L. (2002). “Stability charts for uniform slopes.” J. Geotech. Geoenviron. Eng., 351–355.
Murthy, V. N. S. (2002). Geotechnical engineering principles and practices of soil mechanics and foundation engineering, CRL, Boca Raton, FL, 382–285.
Steward, T., Sivakugan, N., Shukla, S. K., and Das, B. M. (2011). “Taylor’s slope stability charts.” Int. J. Geomech., 348–352.
Taylor, D. W. (1937). “Stability of earth slopes.” J. Boston Soc. Civil Eng., 24(3) 197–246.

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 16Issue 4August 2016

History

Received: Jan 12, 2015
Accepted: Oct 6, 2015
Published online: Jan 5, 2016
Discussion open until: Jun 5, 2016
Published in print: Aug 1, 2016

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Authors

Affiliations

Jozsef Garai [email protected]
Associate Professor, Dept. of Civil Engineering, Univ. of Debrecen, Ótemetö u. 2-4, 4028 Debrecen, Hungary. E-mail: [email protected]

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