PLAXIS: Tutorial-1: Bearing Capacity Analysis of a Square footing

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  • เผยแพร่เมื่อ 28 พ.ย. 2024

ความคิดเห็น • 18

  • @jailanomar5734
    @jailanomar5734 14 วันที่ผ่านมา

    how to analyse the pad footing of the whole building and model the whole framed structure in plaxis

  • @ويلياماليوسف
    @ويلياماليوسف 9 หลายเดือนก่อน

    Could you explain to us how to model a circular cavity under a strip footing, please?

  • @ankitthakkar2131
    @ankitthakkar2131 10 หลายเดือนก่อน

    Sir can you please tell me from where i can download the software for learning purpose.

  • @tanvirsiddik7284
    @tanvirsiddik7284 6 หลายเดือนก่อน

    Sir,Is it possible to input degree of saturation of soil in PLAXIS 2D?
    If possible, then please guide me.
    I'm in problem for my thesis work regarding degree of saturation.

  • @debashis4240
    @debashis4240 ปีที่แล้ว

    Sir can you please tell me how you got the final curve at 41:43 ?
    Also if I give a prescribed settlement of 25mm instead of 200mm, will I get the same result as you showed for 25mm in the video? wont it also indicate the bearing capacity of the soil?

    • @puttattjayarajan1199
      @puttattjayarajan1199  ปีที่แล้ว

      definitely you will get the same result , but at 25mm you will get only allowable bearing capacity without knowing ultimate bearing capacity

    • @debashis4240
      @debashis4240 ปีที่แล้ว

      @@puttattjayarajan1199 Thank you sir

  • @raghuveerkombade8188
    @raghuveerkombade8188 8 หลายเดือนก่อน

    hello sir, could you please let me know which version of plaxis are you using and please tell where i can download that specific software. please reply.

  • @amithks8
    @amithks8 11 หลายเดือนก่อน

    Hello Sir, Could u pls let me know how to apply boundary conditions for dynamic analysis ? When compliant base should be used and when viscous boundary should be used? i.e., X max X min Y max, Y min, Z max Zmin ?

    • @puttattjayarajan1199
      @puttattjayarajan1199  10 หลายเดือนก่อน

      Use viscous boundaries to simulate an ABC(absorbing boundary condition) and compliant when within motions are to be applied

  • @abdullah.al_labbi
    @abdullah.al_labbi ปีที่แล้ว

    Sir at 23:12 you used Prescribed displacement uz=0.2m. What does this indicate ? I didn't get this part.
    And at 42:49 there is a term Limiting settlement (25 mm). And did we just assume this as the desired settlement?

    • @puttattjayarajan1199
      @puttattjayarajan1199  ปีที่แล้ว +2

      In this tutorial, we have applied foundation loading through "prescribed displacement" method wherein PLAXIS will go on incrementing the displacement from zero to the maximum(=prescribed displacement value of 0.2m) in steps, computing in each case the relevant foundation load.
      The PLAXIS result will be in terms of load-displacement curve. The settlement of 25mm considered in this tutorial is tolerable settlement for the structure (could be 50 or 100 mm depending on soil & structure).
      So you will read from the PLAXIS plot the load corresponding to 25mm settlement and use it as allowable safe bearing pressurei

    • @abdullah.al_labbi
      @abdullah.al_labbi ปีที่แล้ว

      @@puttattjayarajan1199 Thank you, sir.

    • @raghuveerkombade8188
      @raghuveerkombade8188 8 หลายเดือนก่อน

      hello sir, could you please let me know which version of plaxis are you using and please tell where i can download that specific software. please reply.

  • @__hosnaa__
    @__hosnaa__ 5 หลายเดือนก่อน

    👌👌👌👌

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 5 หลายเดือนก่อน

    👍👍👍

  • @ARMUTTAQIEN
    @ARMUTTAQIEN 8 หลายเดือนก่อน

    Maharaj