C-U Triaxial Soil Test, Part 2--Cell Assembly

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  • เผยแพร่เมื่อ 12 เม.ย. 2020
  • Part 2 of 4 webcasts on conducting a laboratory consolidated-undrained triaxial test of the strength of soil

ความคิดเห็น • 11

  • @dumiduranasinghe5140
    @dumiduranasinghe5140 3 ปีที่แล้ว +4

    Thanks for doing this. Only professional video find in TH-cam for triaxial test.

  • @tapashbarman6196
    @tapashbarman6196 3 หลายเดือนก่อน +1

    Nice explanation

  • @teebamohammad7142
    @teebamohammad7142 4 ปีที่แล้ว +1

    Good and nice work

  • @paulkossik
    @paulkossik 2 ปีที่แล้ว

    I didn't see you tighten the compression bolts where the lines enter the top cap.
    Am I thinking of a different model of top cap?

    • @paulkossik
      @paulkossik 2 ปีที่แล้ว

      I ask because I use older equipment that I repair myself, so leaks during saturation and consolidation are a big pain.
      It may not happen with new lines and o-rings.

    • @willliamkitch2967
      @willliamkitch2967 2 ปีที่แล้ว +1

      This cell does not use compression fitting for the drainage line in the top cap. The seal is accomplished using only o-rings. Works fine.

  • @geotechnical3422
    @geotechnical3422 ปีที่แล้ว

    sir plz next part

  • @scientificresearch1400
    @scientificresearch1400 4 ปีที่แล้ว

    sir ,is this membrane permeable

    • @geotechnicallabvideos2720
      @geotechnicallabvideos2720 3 ปีที่แล้ว +1

      It really shouldn't be.

    • @fred111158
      @fred111158 2 ปีที่แล้ว

      No, it is not

    • @Ahmed-vx6qc
      @Ahmed-vx6qc 2 ปีที่แล้ว

      No, the membrane must be insulating, and accordingly, the water inside the sample will exit through a special channel located at the bottom or top, and possibly the bottom and top together to let the water out in a faster time. The water inside the sample must exit through a special channel (exclusively), to be able to know the change The volumetric, where this water will come out and collect in a graduated cylinder, as well as this special channel is equipped with a gauge to read the pressure of the pore water, and all these achievements can not be obtained if the membrane surrounding the sample is permeable to water.