How to estimate Effective CBR of subgrade soil? When Embankment is in multiple layers.

This video explains the procedure of estimation of Effective CBR for the design of flexible pavements as per IRC 37, 2018.
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Пікірлер: 28

  • @prpt2407
    @prpt2407 Жыл бұрын

    Clear sir... Thanks for your sessions I am regularly watching your previous sessions.

  • @SatishIITR

    @SatishIITR

    Жыл бұрын

    Always welcome, keep watching

  • @ramawadheshkumar5313
    @ramawadheshkumar53138 ай бұрын

    excellant explain about effective cbr

  • @SatishIITR

    @SatishIITR

    8 ай бұрын

    Glad you liked it. Keep watching

  • @prakashg1130
    @prakashg1130 Жыл бұрын

    Thanks sir for explan CBR of subgrade soil.🙏

  • @SatishIITR

    @SatishIITR

    Жыл бұрын

    So nice of you

  • @SatishIITR
    @SatishIITR Жыл бұрын

    If u want to buy books for your GATE or JEE exam, see the description box.

  • @milindjamble7987
    @milindjamble7987 Жыл бұрын

    Nice explanation Sir And congratulation on receiving award

  • @SatishIITR

    @SatishIITR

    Жыл бұрын

    Thanks a lot, Milind Ji.

  • @prpt2407

    @prpt2407

    Жыл бұрын

    We also know about the Award..and congratulations to sir

  • @SatishIITR

    @SatishIITR

    Жыл бұрын

    @@prpt2407 Thank you so much. It is with blessings of all well wishers like you.

  • @rameshdhimal3428
    @rameshdhimal34283 ай бұрын

    Can you please make a video on pavement design which has capping layer due to low CBR of subgrade with CTB base layer and CTSB subbase layer and specification of capping layer??

  • @SatishIITR

    @SatishIITR

    3 ай бұрын

    Concept of capping layer is no more in use now. IRC 37 suggests a minimum effective CBR of 5% for subgrade soil.

  • @ErCSPatel-zx6mi
    @ErCSPatel-zx6mi Жыл бұрын

    Plz Sir make video for Traffic survey and how to convert msa .

  • @SatishIITR

    @SatishIITR

    Жыл бұрын

    OK.

  • @aalex5842
    @aalex5842 Жыл бұрын

    Dear Sir thank you very much for your nice video. I have read that wheels stresses diminish after 500 mm from the surface, is that correct

  • @SatishIITR

    @SatishIITR

    Жыл бұрын

    NO, wheel stress diminishes after 500 mm down the subgrade, not the pavement surface.

  • @jamessilver811
    @jamessilver8112 ай бұрын

    TIMESTAMP 00:00 How to estimate 00:52 When do you need it? 01:36 Concept 04:54 Advertisement of some books 05:57 Example 1 10:46 Example 2

  • @SatishIITR

    @SatishIITR

    2 ай бұрын

    Thanks, You can skip the ad part.

  • @gvarun2192
    @gvarun21922 ай бұрын

    Thank for you video sir, can you pls explain meaning of semi infinite ..

  • @SatishIITR

    @SatishIITR

    2 ай бұрын

    infinite and semi-infinite are very relative terms. When we consider a layer which is finite in one direction and infinite in other direction, we call it semi-infinite. For example, a lyer of base course in a pavement is infinite in horizontal direction and finite in the vertical direction.

  • @gvarun2192

    @gvarun2192

    2 ай бұрын

    Sir, If there is a filling of more than 2 Mtr, How much depth of Embankment will be considered for Design purposes for calculating effective CBR.

  • @SatishIITR

    @SatishIITR

    2 ай бұрын

    @@gvarun2192 Embankment depth below subgrade is taken infinite.

  • @gvarun2192

    @gvarun2192

    2 ай бұрын

    ​ Thank you very much for your reply sir.

  • @parasmanisindhia4493
    @parasmanisindhia44934 ай бұрын

    Is there any video of IRC 15, 2017?

  • @SatishIITR

    @SatishIITR

    4 ай бұрын

    I have uploaded one video on concrete mix design. watch it here kzread.info/dash/bejne/iHamssGvnZW_o6Q.html

  • @dibyasinghasahoo3761
    @dibyasinghasahoo376111 ай бұрын

    iit pave link

  • @SatishIITR

    @SatishIITR

    11 ай бұрын

    given in my video on Design of Flexible Pavement

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