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 Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. Paologh

    CBR PROCTOR and others

    Thank you so much to all of you. Now ideas are more clear. The backfilling is made with broken rock compacted to modified proctor 90%. The thikness of the backfilling is around 3 meters or more and for some foundations it has been already completed. I need to know the E modulus of the soil...
  2. Paologh

    CBR PROCTOR and others

    Thank you f-d My project consists of foundations for telscopes. For these foundations (massive and big concrete foundations) we need a very hight stiffness. The horizontal stiffness is given by the concrete itself and by the soil that is all arround the foundation (coppacted at proctor 90%). In...
  3. Paologh

    CBR PROCTOR and others

    Thank you f-d. I have one site where, the company that is working told me, "we can compact the backfill till to reach Proctor modifyed value of 90". What is 90? The determination of the proctor index is same we do to have the CBR? paolo
  4. Paologh

    CBR PROCTOR and others

    I am studing the soil compaction procedures and some questions came me in mind. First of all say CBR 10 is equal to say PROCTOR modifyed 10? is there a connection between the elastic modulus E and CBR? thanks to all who might be so kind to answer to my doubts

Part and Inventory Search

Back
Top