How to Classify Coarse Grained Soil from Laboratory Tests | Geotech with Naqeeb

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  • Опубликовано: 10 фев 2025
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Комментарии •

  • @nadianaz78
    @nadianaz78 Год назад

    Thank you sir you clear out my all confusion ❤

  • @johnmolefe3380
    @johnmolefe3380 4 года назад

    Great work.. very insightful. I love geotech

  • @omarmohamedabdirahman7330
    @omarmohamedabdirahman7330 Год назад +1

    Great job

  • @johnmolefe3380
    @johnmolefe3380 4 года назад

    Keep up the great work

  • @atakhan5477
    @atakhan5477 8 месяцев назад

    What is the main difference between Aashto soil and uscs soil classification?

  • @rupyadav2289
    @rupyadav2289 4 года назад

    very useful

  • @ghazanfarali6415
    @ghazanfarali6415 2 года назад

    Assalam-o-alaykum sir, i find one mistake in this video that Cc value is 0.95 and you are saying that Cc value [Cu ≥6 and 1≤ Cc ≤ 3 ] is not between " 1≤ Cc ≤ 3 " but i think sir " 1≤ Cc ≤ 3 " mean that the value Cc should be between 0 to 3 because ≤ mean is less than or equal to sign. correct me sir, if i am wrong . Thanks

    • @GeotechwithNaqeeb
      @GeotechwithNaqeeb  2 года назад

      wasalam no actually it means Cc should be between 1 and 3. Please read the inequalities carefully again.

    • @ghazanfarali6415
      @ghazanfarali6415 2 года назад

      @@GeotechwithNaqeeb Sir , i checked "≤" is mean " less than or equal to" so Cc=0.95 and according to [1≤ Cc ≤ 3 ] mean Cc value is less than or equal to 1 and less than or equal to 3.

  • @cssaspirant60
    @cssaspirant60 4 года назад +1

    sir can we get this chart ?