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  • Users: Asher47
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  1. Asher47

    Generic Retaining Wall Schedule

    I'm looking for a little guidance: I want to create a generic retaining wall schedule that I can use for smaller projects in the SF bay area up to 8'-0" or so. Worst case assume Clay, sandy clay, silt and sandy silt, SDC E, Site class D: Bearing 1500 PSF Passive 100 PCF Active ???? Seismic...
  2. Asher47

    Generic Retaining Wall Schedule SF Bay Area

    I want to create a generic retaining wall schedule that I can use for smaller projects in the SF bay area up to 8'-0" or so. Worst case assume Clay, sandy clay, silt and sandy silt, SDC E, Site class D: Bearing 1500 PSF Passive 100 PCF Active ???? Seismic ???? How do Geotechs determine a 10H...

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