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Recent content by Sean213

  1. Sean213

    Load Surface?

    This may be nothing to do with it, but does this link help? http://resources.metapress.com/pdf-preview.axd?code=g623q106rm51645q&size=largest
  2. Sean213

    CBR Value.

    Since I sent the last message; I have been working on other things so I haven't been able to comment. The client have said that they want a bearing capacity 34.6kN/m^2 for the clay at 1.2m depth (formation depth). Currently with the tests I have done I am getting a reading of 0.6MPa in one...
  3. Sean213

    CBR Value.

    I am working on a particular job that has poor ground conditions mainly consisting of aluvial deposits and silty clay. The specification for the access road states that a CBR Value at formation level is to be atleast 3%. Using a Penetrologger, I have calculated that the bearing capacity of the...
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