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Showing 1 to 3 of 3 for “"Flow failure"”.
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Pore-water pressure accumulation under dynamic loadings
… seismic numerical analysis is not feasible. Flow failure stability analyses were also performed with the calculated values of seismic-induced pore-water pressures to evaluate the decrease in stability with increasing pore-water pressure accumulation. This analysis was needed because localized …
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Case history-based analysis of liquefaction in sloping ground
… This phenomenon has caused numerous slope failures in saturated deposits of fine, loose sands and other cohesionless soils. Because of the catastrophic nature of the failures and their impact on the built environment, liquefaction problems have received a great deal of attention among the …
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Numerical investigation of load transfer mechanisms in slopes reinforced with piles
… the limit soil pressure calculated for the "flow" failure mode is approximately equal to that predicted by the Broms (1964) method. It is concluded that 2-D analyses of a horizontal slice is not suitable for evaluation of mobilized or limit lateral loads on piles. The 3-D mode analysis is a …