FE and PE Geotechnical Problem - Find the Relative Soil Compaction at the Site!

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  • เผยแพร่เมื่อ 12 ต.ค. 2024

ความคิดเห็น • 9

  • @johncole5175
    @johncole5175 2 ปีที่แล้ว +3

    CBT Ref Man Pg. 154, Sect 3.9.2, gamma d- Pg. 139-140, Sect 3.8.3

    • @CivilEngAcademy
      @CivilEngAcademy  2 ปีที่แล้ว +1

      Thanks for listing these!

    • @oleopathic
      @oleopathic ปีที่แล้ว

      ncees pe hb 1.1, p. 152-154.
      but this reference doesnt include the density, mass, w, and V equation presented here. therefore, this example needs to be tweaked to accommodate the new cbt reference format.
      still good practice.

  • @TheSterlingArcher16
    @TheSterlingArcher16 3 ปีที่แล้ว +4

    The table incorrectly states mass as lbm/ft^3, which is density. It should just say lbm.

  • @tameemal-tameemi5885
    @tameemal-tameemi5885 3 ปีที่แล้ว

    Why you used dry mass in order to calculate dry density in situ while the equation of dry density equals mass of solids divided by total volume

  • @oleopathic
    @oleopathic ปีที่แล้ว

    ncees pe hb 1.1, p. 152-154.
    but this reference doesnt include the density, mass, w, and V equation presented here. therefore, this example needs to be tweaked to accommodate the new cbt reference format.
    still good practice.

    • @ryanolsen1351
      @ryanolsen1351 ปีที่แล้ว

      The density equation is basically the same as the dry unit weight equation on p. 141: Wt/(V*(1+w))=dry unit wt

  • @triciapeng2835
    @triciapeng2835 4 ปีที่แล้ว +1

    new videos has too small question text