Three layer theory of

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  • Опубліковано 16 жов 2024
  • #Flexible pavement #design and #analysis #stress and #strains in a #multilayer pavement #Jones tables
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КОМЕНТАРІ • 14

  • @SESRRoadsMoRTH
    @SESRRoadsMoRTH 2 місяці тому

    Sir, Nice way of Explanation. Regrds

    • @SatishIITR
      @SatishIITR  2 місяці тому

      Thank you so much for your appreciation and encouragement.

  • @chiru861
    @chiru861 4 місяці тому

    Very nice explanation sir and very simple to understand the concept

    • @SatishIITR
      @SatishIITR  4 місяці тому +1

      Thanks a lot. Please share with your friends also

  • @mohanedmostafa7788
    @mohanedmostafa7788 3 місяці тому

    Always nice and brilliant prof.satish. Your student Moustafa Kamel

    • @SatishIITR
      @SatishIITR  3 місяці тому +1

      Thanks a lot. Good to see your comment.

  • @sarveshtripathi4792
    @sarveshtripathi4792 4 місяці тому

    Well explained.

  • @sanjaykumaryadav4258
    @sanjaykumaryadav4258 4 місяці тому

    Thank you sir
    I want to know about the elongation gauge in highway material
    Why elongation gauge is not available for aggregate size range
    31.5 -25 mm

    • @SatishIITR
      @SatishIITR  4 місяці тому

      You can make yourself. It is very simple. Put two steel rods on a wooden bed at a clear distance of 1.8 times the average of two sizes.

    • @sanjaykumaryadav4258
      @sanjaykumaryadav4258 4 місяці тому

      @@SatishIITR thank you sir for your reply
      yes we can make it But I want to know why this is not available on the length gauge and even this is not specified in IS code.

  • @sagarshukla3198
    @sagarshukla3198 3 місяці тому

    Nice explanation sir. Sir for 3 layer system, from this method and from IITpave, will we get the same results or different results?

    • @SatishIITR
      @SatishIITR  3 місяці тому

      No, they are likely to be different as IIT PAVE is a GA based program. I shall try a video on this topic soon

    • @sagarshukla3198
      @sagarshukla3198 3 місяці тому

      @@SatishIITR okay sir. Thank you sir.