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  • Users: Trin.Eng.
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  1. Trin.Eng.

    Storage Tanks - Borehole Spacing

    The textbook entitled Foundation Analysis and Design states that there is no binding rules for the number or depth of soil borings. However, PIP VECTA001 recommends for large tanks a minimum of 3 borings. The PIP STE03020 defines a large tank as 50 ft. diameter or greater. Please advise...
  2. Trin.Eng.

    Poor Drainage - Hard Clays to Soft Clays

    Can hard clays become soft clays due to pooling or ponding of water on a construction site?
  3. Trin.Eng.

    Storage Tanks - Ringwall Foundation Design with Footings

    The API 650 states in Appendix B that "when the ringwall width exceeds 460 mm (18 in), using a footing beneath the wall should be considered". What is the technical basis for this recommendation?

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