Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: abih
  • Content: Threads
  • Order by date
  1. abih

    settlements of tank on ring wall footing, etc.

    I am working on a 100' dia by 25' tall ground storage tank farm project. To estimate the tank center and edge settlements, I need to assign loads to the ring wall footing and the compacted fill (underneath the tank). I remember reading a technical paper authored by Boberg, however, his...
  2. abih

    P-multipliers for piles in a retaining structure

    The structural engineer is proposing to reinforcing an existing slope with drilled shafts, which will be 24 inches diameter and 30 inches center-to-center. Basically, 6 inches room is left between shafts for installing tiebacks installed into the body of the retained structure. What...
  3. abih

    column load and exterior wall load estimates

    For 2-story commercial buildings, what are the typical load ranges? Thanks.
  4. abih

    Is TCP test required for pavement design?

    I really appreciate someone who had this experience share with me. As you know, TCP instead of other field tests is required for bridge foundation design per TxDOT Geotechnical Design Manual. However, is TCP also <required> simply for pavement analysis? Thanks.
  5. abih

    Helical screw piles for a pedstrian bridge foundation

    The subsurface consists of about 60 feet thick CL with isolated CH soils. We were talking about drilled shafts and recently the client is asking for helical pile recommendations. It seems to me that John Pack of IMR has compiled a quite informative guide for helical piles design. Are there any...
  6. abih

    reinforcing steel for parking lot pavements

    By referring to formula 2-2 of ACI 330R-01 Guide for Design and Construction of Concrete Parking Lots, I receive 0.06 sq inch for a 5 in thick parking pavement. So my question is, do you really need reinforcing steel? Experience always say "properly designed reinforcement should be implemented"...
  7. abih

    piezometer installation

    Hi folks I am planning a geotechnical investigation plan consisting of SPT and piezometer boreholes. I wondered if I can re-use the SPT boreholes for piezometer installation. This way, I can save the budget of grouting these SPT boreholes. Please share your experience. Thanks.
  8. abih

    Non-technical, lunch with port officials

    This is NOT a technical question, so I assumed it might be OK to ask my geotechnical colleagues here... Is there a rule that prohibits a private sub/contractor from paying a lunch for a port authority staff member? We do not have any ongoing sub/contract between us at this moment. I knew that...
  9. abih

    hydro-load test of pile supported storage tanks

    I can really take some input from this group. I have a tank farm project consisting of different sized aboveground storage tanks (AST). Since the surface 20+ feet of the site (south of Houston) is very compressible soils, I am recommending pile supported foundations either drilled shafts or...
  10. abih

    pavement design for forklifts and cranes

    I have happy clients using 30 inches thick concrete pavement for daily forklift operations for years. Put the cost aside for a moment, what are the governing factors in a sound pavement design for these loaders? Do we simply reduce the case into EASLs? Army has their LedRoad computer program...
  11. abih

    Does this site need pavement?

    The site is in a very dry area (GWT>50 feet), and the clays on the surface have SPT N>30 by average. To use the site for plant traffic (18 wheelers for regular loading, no EASLs available), does the site even need a pavement? Can someone here share experience? Thanks.
  12. abih

    field electrical resistivity testing

    According to ASTM G57, we can run an alignment at specified spacings. I know some folks also run an additional alignment across the center of the original alignment at an 90 angle. Is this a routine practice or for calibration purpose?
  13. abih

    Equivalent Fluid Pressure

    I am reviewing a geotechnical report for a cantilever retaining wall recommendation for a land job. The consultant recommends equivalent fluid pressures in conditions like "Above Water Table" and "Below Water Table". Since drainage like sump is always installed to prevent water accumulation, why...

Part and Inventory Search

Back
Top