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Recent content by NVcaster

  1. NVcaster

    Shallow Footing Design Question

    Allowable settlement often dictates the allowable bearing pressure rather than soil bearing capcity. Site investigation needed! Without knowing soil conditions I would not use anything higher than 1500 psf for a first cut. On problem with soils they can vary widely within a given area. For...
  2. NVcaster

    Will a rotosonic drill consolidate

    Will a Rotosonic Drill rig consolidate soil in advance of the bit? I have a project were split spoon samples were collected on a rotosonic drill rig in non-cohesive saturated sand. The density obtained from these samples seemed high in my opinion. Knowing that you can vibro-compact sand I am...
  3. NVcaster

    Resonant column testing

    The test is to determine Dynamic Shear Modulus of Soil (G). I am also interested in other test methods to determine G and material damping ratio of soil if any body has suggestions.
  4. NVcaster

    HELP - CBR, Atterberg limits, angle of friction correlation

    I would be wary of an averaged value unless the soil types are the same for the average. CBR tests are reasonbly cheap, I would run a couple for piece of mind. msucog has a very valid point.
  5. NVcaster

    Resonant column testing

    Can any body recommend a lab to do resonant column testing?

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