Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations IDS 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: jth88
  • Order by date
  1. jth88

    95% vs 100% MDD - calculating difference in self weight settlement?

    Thanks for the responses. BigH - I hope to have time this weekend to try the academic exercise. I was also going to look at the change in air voids from the 95% and 100% MDD Std Proctor states. I will review the paper listed. I fear that these papers are for larger >> 20 foot. Not sure of...
  2. jth88

    95% vs 100% MDD - calculating difference in self weight settlement?

    All - thanks for the responses. Sounds like most feel that the difference in self weight settlement between silty sand soil placed at 95 and 100% MMD is insignificant. I could use the math to prove what we collectively know is true or a suggestion on how to mathematially prove it and I will do...
  3. jth88

    95% vs 100% MDD - calculating difference in self weight settlement?

    GeoPaveTraffic - Thanks for the sanity check. Is their a way of mathematically proving our beliefs? I will have to have something to change supervision's beliefs. Settlement of the foundation soils is an additional source of settlement that was calculated, both quantity and time rate...
  4. jth88

    95% vs 100% MDD - calculating difference in self weight settlement?

    Situation - I have been recommending 95% compaction for controlled fills and using the rule of thumb that you may see as much as 1% of settlement from the controlled fill due to self weight (assuming a silty sand). Additionally, I understood that this settlement predominately occured during the...

Part and Inventory Search