Stresses within the soil caused by the rectangular Load Abaqus

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  • Опубликовано: 10 фев 2025

Комментарии • 24

  • @luongtranhien2136
    @luongtranhien2136 8 месяцев назад

    Verry good !❤❤

  • @coyoteboris
    @coyoteboris 3 года назад

    I love your voice

  • @nguyenanht.3066
    @nguyenanht.3066 4 года назад +2

    Do you have any video Pile and soil under lateral load? Thanks so much.

  • @baishalinandi6932
    @baishalinandi6932 4 года назад

    Plz upload video on creating geogrid, and geotextile

  • @murtazadean1830
    @murtazadean1830 3 года назад

    Sir, its a humble request if you can make a video on cbr testing on multi layered geogrid reinforced soil. Please

  • @adelbadiee358
    @adelbadiee358 3 года назад

    The soil modeled as homogenous material that behaves the same way in both tension and compression. I was wondering if there is any way to define the soil exactly as it behaves in reality with having its parameters? Then we will be able to apply shear and tension to the soil as well, and we will be able to see the exact soil behavior

  • @luongtranhien2136
    @luongtranhien2136 7 месяцев назад

    I have a question for the teacher. If in the first step of calculation, the "geostatic stresses" field has been applied. So in the "geostatic" step of applying the body load, will pressure be added to the soil mass in the next steps? (geostatic stress) + (body froce) = (pressure)

  • @suryaramesan788
    @suryaramesan788 4 года назад +1

    Sir, from a displacement contour how can we determine the displacement value at a particular depth

  • @nguyenanht.3066
    @nguyenanht.3066 4 года назад

    That is good video. I would like know, how can insert figure overlap in part 18'47''

  • @SafaSav-ij7xk
    @SafaSav-ij7xk 8 дней назад

    استاد تقدر تعطينا لرتيكل نخدمو بيه

  • @reddy941
    @reddy941 3 года назад +1

    Sir, why there is no unit weight of soil included in modelling

    • @saeedmoeini-7abaqus
      @saeedmoeini-7abaqus  3 года назад

      This is the assumption of the question (read the question)
      But you can apply weight of soil and geostatic stress

  • @suryaramesan788
    @suryaramesan788 4 года назад

    Sir is that resulting contour a time dependent variation or depthwise variation

    • @saeedmoeini-7abaqus
      @saeedmoeini-7abaqus  4 года назад

      Depth

    • @suryaramesan788
      @suryaramesan788 4 года назад

      @@saeedmoeini-7abaqus from a displacement contour , how can we determine the displacement at a particular value of depth

    • @saeedmoeini-7abaqus
      @saeedmoeini-7abaqus  4 года назад +1

      @@suryaramesan788 by "Query information" then "probe values"

    • @suryaramesan788
      @suryaramesan788 4 года назад

      @@saeedmoeini-7abaqus thank you sir

  • @suhitchakraborty1342
    @suhitchakraborty1342 4 года назад

    Please show one 3D model related to soil consolidation

  • @ashutoshchoudhary2908
    @ashutoshchoudhary2908 3 года назад

    How abaqus work for geocell reinforced soil foundation