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- W1985207435 abstract "A translational failure of a highway embankment constructed on sloping ground may occur either in the mode of overall instability or in the mode of local instability. The stability analysis of the first mode is based on the assumption that the whole cross-section of the embankment will slide along the inclined base surface, whilst the second mode is based on the assumption of Rankine's active state of stress. In this paper the determination of the prevalent mode of failure – overall or local – is provided via a chart derived from force polygon analysis, with the dimensionless parameter, c′/γH, and the effective friction angle, φ′, as its axes. Furthermore, the determination of the most probable failure plane in the cross-section of the embankment is attempted and additionally the role of the cohesion in the stability is discussed. Finally, an estimation of the amplitude of failure at the road surface in the case of local instability is given. A confirmation of the aforementioned was achieved through case ..." @default.
- W1985207435 created "2016-06-24" @default.
- W1985207435 creator A5002624338 @default.
- W1985207435 date "2008-08-22" @default.
- W1985207435 modified "2023-09-26" @default.
- W1985207435 title "Stability of highway embankments constructed on sloping ground against translational failure" @default.
- W1985207435 cites W1964207880 @default.
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- W1985207435 doi "https://doi.org/10.1080/17486020802220587" @default.
- W1985207435 hasPublicationYear "2008" @default.
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