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  • Users: TerraBoy
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  1. TerraBoy

    Bearing Capacity & Slope Stability

    I am working on a project with 30 foot MSE walls on very soft clay. Limit equilibrium tells me the "slope stability" is ok as long as I use some additional geogrids within the rest of the embankment (behind the MSE walls). Traditional bearing capacity calculations tell me the bearing capacity...

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