Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Search results for query: *

  • Users: mmh
  • Order by date
  1. mmh

    Design by rule of thumb

    Active pressure behind retaining wall in kN/m2 is: For dry soil = 5 times depth below surface in m For saturated soil = 15 times depth below surface in m
  2. mmh

    URETEK Deep Injection

    Has anyone used the URETEK Deep Injection method to improve ground conditions under existing concrete footings/pads/rafts and is the method successful?
Back
Top