Terzaghi's One Dimensional Consoidation Theory (Part 1) | Lecture 21 | Geotechnical Engineering

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  • Опубликовано: 17 окт 2024

Комментарии • 10

  • @Nili_SR
    @Nili_SR 3 года назад +2

    thank you sir for explaining in english

  • @DeadTalkLive
    @DeadTalkLive 4 года назад +1

    Good video ♥♥♥! As a fellow RUclipsr, I am contantly searching for creative ideas! Great Job!

  • @ashishk-tw9cr
    @ashishk-tw9cr 3 года назад +1

    What a explaine very nice sir

  • @DeadTalkLive
    @DeadTalkLive 4 года назад +1

    Great video ♥♥! As a fellow RUclipsr, I am always looking for creative ideas! Great Job!

  • @hareeshas993
    @hareeshas993 4 года назад +1

    u r lecture is superb, sir please do other chapters also like "foundation engineering"

  • @hibubudung8994
    @hibubudung8994 3 года назад

    Sir, how pore water pressure(u) is still same at, t>=infinite, because some amount water of has already dissipated. So the remaining pore water pressure(u) will be ((original water level - remaining water level)*Yw), is in it?

  • @AjayPatel-jm8ly
    @AjayPatel-jm8ly 3 года назад +1

    Nice Sir 👌

  • @adityapandeyMSL
    @adityapandeyMSL 4 года назад

    मस्त बा गुरु जी

  • @hibubudung8994
    @hibubudung8994 3 года назад

    Sir, how soil is infinite in lateral direction and finite in the direction of depth?

  • @PRITHWIGAYEN
    @PRITHWIGAYEN 4 года назад +1

    JUST 24 LIKES FOR THIS LECTURE......ITS AN INJUSTICE..