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  • Users: gsl2007
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  1. gsl2007

    Claims for EOT - 1999 FIDIC Contract - Late Payment by Employer

    We are using the FIDIC 1999 type of contract. Has anyone successfully agued for an extension of time based on late payments by the employer. If so, how were you able to justify a slow down in your work activity. We have been paid late and are now 4 months behind schedule caused mainly by...
  2. gsl2007

    Project Close Out

    We are in the process of closing out a construction project. Any ideas of typical check lists that we can use or reference guides so we do not miss anything. Also, any ideas on how to perform a review of the project, what worked / what did not work (like a Postmortem). Any format that may...
  3. gsl2007

    Steel column manufacturers

    Steel column manufacturers Our client requires 900mm x 65mm wall thickness columns. These are heavy (appx. 1000 lbs). We require 40 foot columns, ASTM A 500 Grade C. Any ideas on suppliers for these columns? They will likely be non ex-stock items Thank you
  4. gsl2007

    STABL 5M û HOW GOOD IS IT

    Has anybody used this program for slope stability. Has your experience been that it is a good program or over conservative.
  5. gsl2007

    How Do We Stabilize a 1:2 ditch slope in expansive clay soils

    We have a 1:2 slope about 4m high as a ditch slope in very expensive clay soils. The slopes are clay fill compacted to 95% modified proctor. Are you aware of any products that can stabilize such a slope. Soil nailing was one option mentioned. Do you have any other ideas. How does soil...
  6. gsl2007

    Slab on Grade & Mitigating Heave in Clays

    We are building an entertainment centre in very expansive clays in a tropical climate with a very wet and very dry season. The centre contains stands that will be supported on auger cast piles with a combination of pile caps and interconnecting beams. The floor slab as designed is not a...

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