Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK 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. PhiIrl

    Converting CBR to Bearing Capacity

    I would like to thank everyone for replying to my query. Unfortunately, it would appear that it is not possible to derive the bearing capacity from the CBR. However, I have learnt a lot more about CBR which used to be just a value for me. Thanks.
  2. PhiIrl

    Converting CBR to Bearing Capacity

    I am working on a foundation design. The only data I have on the sub base is it is a silt with a CBR of 1%. Does anyone know how I can approximate a bearing capacity from the CBR? Thank you.

Part and Inventory Search

Back
Top Bottom