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- W2019693350 abstract "An analytical method is presented for analysis of slope stability involving cohesive and non-cohesive soils. Earthquake effects are considered in an approximate manner in terms of seismic coefficient-dependent forces. Two kinds of failure surfaces are considered in this study: a planar failure surface, and a circular failure surface. The proposed method can be viewed as an extension of the method of slices, but it provides a more accurate treatment of the forces because they are represented in an integral form. The factor of safety is obtained by using the minimization technique rather than by a trial and error approach used commonly. The factors of safety obtained by the analytical method are found to be in good agreement with those determined by the local minimum factor-of-safety, Bishop's, and the method of slices. The proposed method is straightforward, easy to use, and less time-consuming in locating the most critical slip surface and calculating the minimum factor of safety for a given slope. Copyright © 1999 John Wiley & Sons, Ltd." @default.
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- W2019693350 date "1999-04-25" @default.
- W2019693350 modified "2023-09-26" @default.
- W2019693350 title "Analytical method for analysis of slope stability" @default.
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- W2019693350 doi "https://doi.org/10.1002/(sici)1096-9853(19990425)23:5<439::aid-nag976>3.0.co;2-n" @default.
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