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Earl

    • ring wall construction - Monday, January 30, 2012 - rober cruz [1029] 0 Stars
      Gentlemen:

      We did soil study and found 40 000 KGS/MT2 @ deep 1.50 mts. We are made the excavation and we are get the 1.50 mts.

      The structural designer calculate the ring wall for this capacity of the soil. Our question is? if necessary do soil test or compaction the soil for proceed with the ring wall.

      Regards
      Rober Cruz

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      • Re: ring wall construction - Tuesday, January 31, 2012 - DavidR@fast..net [39] 5 Stars
        this is really a question for your geotech engineer


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