Pile Foundation: Part 4: Solved Example: Individual Pile load capacity: Granular (Sand) soil

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  • Опубликовано: 17 окт 2024

Комментарии • 29

  • @thedesitrader6172
    @thedesitrader6172 Год назад +3

    Sir aapka Dil se bahut bahut dhanyawad...🙂🙏🙏🙏🙏🙂

  • @sopheaktranea
    @sopheaktranea Год назад +2

    Excuse me sir , can you show me a little bit about , fs=73.81kN/m^2 or fs = 98.41kN/m^2 , I'm not sure , how can I choose one to calculate sir ?if I see you calculate on f=f1+f2 = 73.81 kn/m^2 . And you write on fs to show (Qu) , you write fs = 98.41 kn/m^2 . Can you show me a little bit , I didn't understand this here sir. Thanks sir ❤

  • @girishnade1184
    @girishnade1184 Год назад +1

    Very very clear explanation my all doubts us cleared
    Thanks. Thanks thanks

  • @ashikhasan4994
    @ashikhasan4994 5 месяцев назад

    If the top of the pile is below 1m from ground level then from which should I calculate Lc's value. I mean Lc is from ground level or from top of the pile?
    TIA

  • @md.abdullatif4302
    @md.abdullatif4302 2 года назад +4

    Determination of ultimate load bearing capacity of pile was not correct. It should be as below:
    Qult= Qp + Qs
    Qult = 108×48×0.125 + 24.60×3.14×0.40×6.0 + 49.21×3.14×0.40×6.0
    Qult = 1204.2316 KN
    Qs = 1204.2316/2
    Qs = 602.11 KN

  • @thedesitrader6172
    @thedesitrader6172 Год назад +2

    Sir railway bridge drawing se related agar aapke pass kuch knowledge hai..toh please share kijiye...or aache se explain kijiye taki hamari help ho sake..
    We extremely need your help...🙏🙏🙏🙂

  • @naziyanasreen7181
    @naziyanasreen7181 3 года назад +3

    Sir the value of fs is 73.81 but u have put 98.3 in final formula of Qu ?

    • @wasimshaikh1665
      @wasimshaikh1665 3 года назад +3

      Yeah I remember that. I made mistake while copy pasting the value. Please take 73.81

  • @sushantshinde3651
    @sushantshinde3651 2 года назад +3

    there is some correction i think so bcoz value are different for F1 and F2 then the surface area will also be different for both as the F1 is limited to critical depth and F2 will be acting for the remaining length of pile

  • @manojagrahari7539
    @manojagrahari7539 2 года назад +1

    Thanks a lot for making this ❤️🎉 please post more like this

  • @dexteranislag1266
    @dexteranislag1266 2 месяца назад

    What if the diameter is more than 1 meter.

  • @viralvideos2M560
    @viralvideos2M560 10 месяцев назад

    Thankyou so much sir for this awesome lecture

  • @rusnandardariah3403
    @rusnandardariah3403 10 месяцев назад

    how to determine the value of k = 1, s = 0.7 f and the ref for Lc = 15 D, please, thanks

    • @deadshot4008
      @deadshot4008 5 месяцев назад

      Given in que

    • @deadshot4008
      @deadshot4008 5 месяцев назад

      Lc = 15D use for loose soil
      Lc = 20D use for dense soil

  • @badalsai5397
    @badalsai5397 6 месяцев назад

    Super explaination sir tqs so much sir 👍👍

  • @srilakshmin4085
    @srilakshmin4085 2 года назад +1

    Sir plz make video continuation of clay sir

  • @engr.khalid4178
    @engr.khalid4178 2 года назад

    Sir thanks a lot it helps me alot❤️❤️❤️ plz sir i need a vedio of pile load capicity in clay soils

  • @sushantshinde3651
    @sushantshinde3651 2 года назад

    great man 👍

  • @rahmanrahmani2896
    @rahmanrahmani2896 4 года назад

    Excellent presentation. Could you please erase the red marks after you have finished your commentary! Thank you !!!

    • @CuriousCivilEngineer
      @CuriousCivilEngineer  4 года назад

      Yeah I forget to do that. But you can download the pdf notes of all videos in discription.

  • @ibrahimalqatanani8586
    @ibrahimalqatanani8586 Год назад

    you made a mistake by considering the skin friction as the summation of f1 plus f2. each one should be multiplied by 6. you multiplied the summation by 12m length of pile .

    • @varshababu2886
      @varshababu2886 9 месяцев назад

      does f2 should multiplied by 9.0, the remaining depth?

  • @ADH790
    @ADH790 10 месяцев назад

    Hi sir do you have any social media?

    • @CuriousCivilEngineer
      @CuriousCivilEngineer  10 месяцев назад

      Hi. I have but it's mostly for personal stuff nothing for channel

    • @ADH790
      @ADH790 10 месяцев назад

      Hi i have contacted you via email for work purposes I will appreciate it if you can help thanks @@CuriousCivilEngineer

  • @thedesitrader6172
    @thedesitrader6172 Год назад +1

    Sir railway bridge drawing se related agar aapke pass kuch knowledge hai..toh please share kijiye...or aache se explain kijiye taki hamari help ho sake..
    We extremely need your help...🙏🙏🙏🙂