Journal of Japan Society of Dam Engineers
Online ISSN : 1880-8220
Print ISSN : 0917-3145
ISSN-L : 0917-3145
Theoretical Reconsideration on Stability Analysis of Slopes Using Slip Circle Method
Isao NAGAYAMA
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Keywords: slip circle method, Fellenius method, pore water pressure, effective stress, seismic inertia force
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2018 Volume 28 Issue 4 Pages 243-248

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Abstract

The slip circle method is commonly used in the stability analysis of embankment dams, earth embankments and natural slopes. The principal theory of the slip circle method is not understood precisely and is often misused in the practice field. The theory of the slip circle method is reviewed strictly and its precise usage is proposed in this paper.

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© 2018 by Japan Society of Dam Engineers
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