Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations GregLocock 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: IBowe
  • Order by date
  1. IBowe

    Coefficient of friction

    Portal Frame on poor ground. 1m-1.5m of sandy graverlly clay fill on dense sandy gravel. Vibro compacted stone piles been used to bring ground bearing capacity to 150kn/m^2. Calculated horz. force of 50kn/m^2. Is value of .45 for co. of friction too high. Worried about shear across stone piles.

Part and Inventory Search

Back
Top Bottom