Technical Papers
Sep 29, 2017

Equivalence between Bearing-Capacity, Lateral Earth-Pressure, and Slope-Stability Problems by Slip-Line and Extremum Limit Equilibrium Methods

Publication: International Journal of Geomechanics
Volume 17, Issue 12

Abstract

Classically, lateral earth-pressure, bearing-capacity, and slope-stability problems are considered separately, although these problems are all related to the ultimate limit state of a system. The authors see that these problems are governed by similar ultimate requirements and should be equivalent in terms of the failure mechanism, and these problems can be considered as a different view of the ultimate limit state of the system. It is interesting to note that, although there are many applications of the method of characteristics in various geotechnical problems, there is none that is devoted to the unification of these geotechnical problems. Bearing-capacity, slip-line, and slope-stability problems have been treated as individual topics in all previous works. In the present study, based on the method of characteristics, the authors determined the bearing capacity factors (Nc, Nq, and Nγ) for a shallow foundation and the lateral earth-pressure coefficients (Kac, Kaq, and K) for a retaining wall. Through the method of characteristics, Kac, Kaq, and K were demonstrated to be related to Nc, Nq, and Nγ, so these two problems can be unified, and each problem can be viewed as the inverse of the other problem. The authors also applied the extremum principle to demonstrate the equivalence between the lateral active-pressure, bearing-capacity, and slope-stability problems. Overall, these three problems can be considered as equivalent in the basic principles, and the classification of a problem is simply a matter of convenience.

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Acknowledgments

The present project is funded by the Research Grants Council through the project PolyU 513808 and project account RTMJ by the Hong Kong Polytechnic University.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 12December 2017

History

Received: Apr 4, 2016
Accepted: May 26, 2017
Published online: Sep 29, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 1, 2018

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Y. M. Cheng [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hunghom, Hong Kong (corresponding author). E-mail address: [email protected]
N. Li
Ph.D. Student, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hunghom, Hong Kong.

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