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- W4308482713 abstract "A simplified numerical method was proposed for computing the slip-line field, as well as the associated earth-pressure coefficient, in a cohesionless backfill with an inclined surface lying behind an inclined rough wall. The potential failure zone, in either active or passive cases, was divided into the Rankine zone, which was rigorously obtained by the theory of plasticity, and the transition zone being further divided into a series of triangular slices. Within the transition zone, the theoretical relationship between the inclination of the interslice force and that of the slip surface was established by satisfying the Mohr–Coulomb failure criterion, and equations involving the forces on a typical slice were formulated in accordance with the force and moment equilibrium conditions. An iterative procedure was presented for computing the lateral forces on the wall by adjusting the inclination of the slip surface until the stress condition on the upper boundary of the transition zone was satisfied, resulting in the two families of slip lines. Several examples demonstrate the slip-line field configurations, and the computed earth-pressure coefficients were found to agree fairly well with those of other numerical methods." @default.
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- W4308482713 date "2023-01-01" @default.
- W4308482713 modified "2023-10-14" @default.
- W4308482713 title "New Method for Computing Slip-Line Fields and Earth-Pressure Coefficients in Cohesionless Backfills" @default.
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- W4308482713 doi "https://doi.org/10.1061/(asce)gm.1943-5622.0002618" @default.
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