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: *

  1. dhorn31

    Lateral Earth Pressure on Retaining Wall (Normally or Overconsolidated)

    No, you're right. I typed it in incorrectly. 2) Ko=1-sin(phi) (compacted unit weight/loose unit weight-1)*5.5
  2. dhorn31

    Lateral Earth Pressure on Retaining Wall (Normally or Overconsolidated)

    I am currently working on a project that has sparked a lot of discussion over the lateral earth pressure to be applied to below grade foundation walls. A structural engineer has approached us with his foundation design for a building with an unbalanced fill from front to back of approximately...

Part and Inventory Search

Back
Top Bottom