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  • Users: Bayek949
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  1. Bayek949

    Design concrete panel lagging as simple beam or as a slab?

    First time being asked to design precast concrete lagging panel for a permanent soldier beam & lagging retaining wall. Span between soldier beams is 8' (so length of concrete lagging would be a little less than that, but call it 8' span for simplicity). Typical detail from state's bridge design...
  2. Bayek949

    Passive pressure on an inclined foreslope for permanent soldier beam wall

    Have been asked to design soldier beam for permanent cantilever wall (exposed height ~6'). Borings show silty-sand (report provides Phi = 29 deg, unit weight 125 PCF). Borings show there is fractured shale beneath the soil, but I would like to design the wall as if it was encountering only soil...

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