Cement Concrete Core Test Technical specifications | Acceptance of Cement Concrete Core Test

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  • Опубліковано 12 жов 2021
  • #concretecoretest #calculation #hightdiaratio #coretestfrequency
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КОМЕНТАРІ • 20

  • @khanfahad93
    @khanfahad93 2 роки тому +1

    Thank you sir,🖐👍👍👍👍👍

  • @DevMishra2023
    @DevMishra2023 2 роки тому

    Useful video

  • @shivamvlogs1530
    @shivamvlogs1530 2 роки тому

    Good 👍

  • @ramswaroopmeena919
    @ramswaroopmeena919 3 місяці тому

    Very nice sir DBM BC ke core minimum offset kya hai g

  • @gelpharma1pro
    @gelpharma1pro 3 місяці тому

    sir, we did coring in concrete beam dia 68mm and length 136mm without capping for m30 grade what is the compression strength should be ?

  • @kundanmodiya2
    @kundanmodiya2 2 роки тому

    Good yr rahul

  • @prashantjha8395
    @prashantjha8395 2 роки тому +1

    Slightly modified krne ke jarurat h aapko jb Aapka sample 4 ke ass pass hota h to aap fck+0.85standard deviations
    Or phir AVG cube strength ko check Kiya jata h es se agr AVG cube strength Jada h upper wale se to safe h or koi v individual cube strength Ka +- 15% variation se Jada nhi Hona chayia AVG strength se

  • @lalitsharma2445
    @lalitsharma2445 2 роки тому +1

    Best wishes , sir ,
    Nice

  • @prempande4574
    @prempande4574 8 місяців тому

    Agar core 2 saal baad liya jaye to bhi kya same acceptance criteria hoga ya different.. ?

  • @taranjeetsingh3295
    @taranjeetsingh3295 Рік тому

    Sir cube strength me 28 days per cube ki Jo strength aayi he wo Lena he ya characteristic strength

  • @dharamnishad7482
    @dharamnishad7482 Рік тому

    Inice explained

  • @abhishekmahajan9409
    @abhishekmahajan9409 Рік тому

    Sir jo corrrction factor me formula hai vo kaise aaya sir means 0.11 kaise aaya please reply sir please

  • @NarendraPatel-nb1mq
    @NarendraPatel-nb1mq Рік тому

    Excel sheet sir

  • @taranjeetsingh3295
    @taranjeetsingh3295 Рік тому +1

    DLC core Ka b same process he kya sir

  • @chitranjanthakur9301
    @chitranjanthakur9301 2 роки тому

    As per is 456:2000 clause 17.4.3 Concrete in the member represented by a core
    test shall be considered acceptable if the average
    equivalent cube strength of the cores is equal to at least
    85percent of the cubestrength of the grade of concrete
    specified for the corresponding age and no individual
    core has a strengthless than 7S percent. That means required core strength is fck +(3*.85) not .85*fck

    • @civiltechnicalslalitsharma54
      @civiltechnicalslalitsharma54 2 роки тому

      There is two criteria ,
      One is depends upon acceptance criteria which is given in Is 456
      And another one actual cube strength of that area from where core has been extracted