Numerical on IS Code Method of Bearing Capacity of Shallow Foundation

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  • Опубліковано 7 січ 2025

КОМЕНТАРІ • 26

  • @Aravind_45
    @Aravind_45 10 місяців тому +1

    all my doubt were clarified here grateful

  • @ritisvlog2894
    @ritisvlog2894 Рік тому +1

    since water table is below the base of footing so in third term of bearing capacity equation we will have to consider average unit weight of soil at the depth of 1.5m and (1.8-1.5)m as we have to consider gamma saturated for the soil at the depth of (1.8-1.5)m and gamma bulk for the soil at the depth of 1.5m from the base
    and the 2nd term in equation as per is code is (Nq-1)Sqiqdq

  • @siddhantjadhav-gd5cl
    @siddhantjadhav-gd5cl 29 днів тому

    sir what if load is inclined vertical?

  • @divyarana7913
    @divyarana7913 4 роки тому +1

    Really very helpful 👍

    • @shubh074
      @shubh074 3 роки тому

      m.ua-cam.com/play/PLarCoUifWRjcxT01OBB5L9R6ENDtNbK2a.html

  • @Ashokkumar-bf7qw
    @Ashokkumar-bf7qw 3 роки тому +1

    Please do the video on Numericals on SPT different depths overburden pressure,Dilatancy calculations...

  • @maryvithiya679
    @maryvithiya679 4 роки тому

    sir while we calculating the w' no need worry about the gama , for all cases gama should gama , is correct

    • @CuriousCivilEngineer
      @CuriousCivilEngineer  4 роки тому +1

      Yes, you are right. IS code takes care of that.

    • @shubh074
      @shubh074 3 роки тому +1

      m.ua-cam.com/play/PLarCoUifWRjcxT01OBB5L9R6ENDtNbK2a.html

  • @dineshprajapati693
    @dineshprajapati693 4 роки тому

    Very nice sir
    Make a video on water table effect considering all 4 cases is code method

    • @CuriousCivilEngineer
      @CuriousCivilEngineer  4 роки тому

      please refer part 6 of shallow foundation I have explained all cases of water table in that video

    • @dineshprajapati693
      @dineshprajapati693 4 роки тому

      @@CuriousCivilEngineer pls explain clear how to calculate average q with clear example

  • @mungarilal1085
    @mungarilal1085 4 роки тому

    Very helpful are your videos

  • @sarveshsalmakhe2859
    @sarveshsalmakhe2859 Рік тому

    Great 👍

  • @Ashokkumar-bf7qw
    @Ashokkumar-bf7qw 3 роки тому

    Please do video on SBC, Settlement using Spt ,Y, B, D, C, Pie, W using IS code method sir

  • @manastotan
    @manastotan 3 роки тому +1

    Calculation of depth factor is not right. why Root N fi is multiplied with whole?

    • @CuriousCivilEngineer
      @CuriousCivilEngineer  3 роки тому

      It's been long time I don't remember, could you please tell me at what time there's a mistake. Maybe calculation mistake please let me know.

    • @reactionhub5584
      @reactionhub5584 10 місяців тому

      Yeah there is calculation mistake 😕

  • @dineshprajapati693
    @dineshprajapati693 4 роки тому

    Sir please explain with numerical water table is below the ground level but above the base of footing please sir or upload a pdf on this numerical problem plz sir

  • @vedanshgarg7938
    @vedanshgarg7938 Рік тому

    3:16

  • @sushmamahajan5226
    @sushmamahajan5226 3 роки тому

    Sir pls upload the vesics method numerical