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  • Users: Tia30
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  1. Tia30

    Gravity Based Foundation (Shallow Offshore Wind Structure)

    I'm trying to estimate the equipment cost to install a 30ft deep gravity based foundation on North East of US...has anyone done one before?!
  2. Tia30

    Tie-Back System Design Guideline & PPCP pull out

    Thank you so much!
  3. Tia30

    Retaining Wall Failure - Deflection or Angle

    No. You apply as: Maximum Allowable Deflection = 0.4 (Exposed Height in feet) = Results (inch)
  4. Tia30

    Tie-Back System Design Guideline & PPCP pull out

    Can anyone direct me to a book or guidline to use for Pressure-Injected tie-backs system to be used for a waterfront retaining wall. Also, dealing with a question as pulling out a prestressed precast pile and standing a chance of damaging the top 4 to 5 ft. I know the pull-out of the...
  5. Tia30

    Retaining Wall Failure - Deflection or Angle

    LADOTD, use 0.4H where "H" is the exposed height of the retaining cantilever wall.

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