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: geohec
  • Content: Threads
  • Order by date
  1. geohec

    Soil Retention Curve Spreadsheet

    Hello there: I'm looking for an excel spreadsheet to model Brooks-Corey equation or VG for soil retention curves. I'm trying to figure out the soil parameters such as: Qr, Qs, Yb, and lambda using the root mean square deviation. Would anyone like to share one.....thanks
  2. geohec

    TIEBACKS-WINSTABL

    WinStabl Users: I'm using the software for a current project application with tieback anchors. Currently the program wont run. I think I might be doing something wrong in the data entry, either: boundary number or y-coordinate. Does anyone might have an insight on this data entry procedure...
  3. geohec

    SETTLEMENT ON SANDS-GERMAN METHOD

    Hello, can anyone share a spreadsheet for settlement calculations on SAND, based on SPT N values. Thank you
  4. geohec

    SETTLEMENTS ON SAND

    Hello, Is there any Florida geotechnical engineers that might care sharing a spreadsheet. I need a spreadsheet that may calculate settlements on sands based on SPT N-value and applied bearing pressure. Anyone?
  5. geohec

    SETTLEMENT ON SAND

    Hello Geofreeks, does anyone out there might share a spreadsheet that may calculate settlement on sands based on SPT N-value, and foundation bearing pressures. I
  6. geohec

    LATERAL LOADING ON PILES COM624P

    Anyone who had used COM624P software, knows that at some point the user needs to define the boundary condition code (KBC). For a case that I'm working on right now, what do you think will be the best appropriate KBC condition? A micropile installed on the crest of a slope for the stabilization...
  7. geohec

    CARBONATES TESTING

    How does testing for carbonates in a soil sample affects a foundation recommendation. I had seen geotech companies testing SPT samples using a 1M HCL solution. How does testing for carbonates will help me during report writing. My guess, could be to identify limestone presence in the sample...
  8. geohec

    MSE walls

    Hello to all geofreeks, Simple question, to analyze the amount of displacement an embankment can withstand during an earthquake, could a MSE wall be considered as an embamkment to use Maksidi and Seed (1977, 1978) displacement calculation method. Also, what will you recommend to perform a...
  9. geohec

    WinStabl-program from UW-Madison

    Does anyone had use WinStabl before? I'm modeling an anchor wall, which consists basically of three boundary layers. The anchor when assign in the program should coincide with the boundary layer that is holding, in other words the boundary layer that represents the concrete wall. The program...

Part and Inventory Search

Back
Top