Degree of Consolidation and Time Factor | Lecture 24 | Geotechnical Engineering

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  • เผยแพร่เมื่อ 8 ต.ค. 2024
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ความคิดเห็น • 9

  • @bhavanalalam1893
    @bhavanalalam1893 3 ปีที่แล้ว +2

    Sir your explanation is excellent

  • @roushansinghrathaur541
    @roushansinghrathaur541 3 ปีที่แล้ว +2

    Well explanation sir thank you 🙏🏻

  • @engr.md.fazlurrahman4075
    @engr.md.fazlurrahman4075 2 ปีที่แล้ว

    Well explained about that. Thank you!

  • @tabreztabrez7709
    @tabreztabrez7709 4 ปีที่แล้ว +1

    Thanks lot sir lot of love ❤️🇮🇳

  • @abduljabbarkhan9107
    @abduljabbarkhan9107 4 ปีที่แล้ว +1

    Say, there are four layers below a square footing. Up to the depth of footing the soil is clay.
    First layer: clay soil, thickness H1, coefficient of consolidation: Cv1
    Second layer: clay soil, thickness H2, coefficient of consolidation: Cv2
    Third layer: sandy soil
    Fourth layer: clay soil, thickness H4, coefficient of consolidation: Cv4
    The fourth layer is followed by impermeable rock.
    How would you apply Terzaghi's classical formula , t = Tv/Cv*hd^2 to this problem? (hd = drainage path)
    To be more specific, how can we calculate time required for 50%
    consolidation of entire soil system? What will be the values of Cv and
    hd for the first layer?

  • @adityapandeyMSL
    @adityapandeyMSL 4 ปีที่แล้ว

    मस्त है गुरु जी

  • @civilengineer3380
    @civilengineer3380 4 ปีที่แล้ว

    Super sir

  • @harinarayana8392
    @harinarayana8392 4 ปีที่แล้ว

    Please say no moreregarding geotechnical engg GATE videoa

  • @Anandsharma-nh6hr
    @Anandsharma-nh6hr 4 ปีที่แล้ว

    👌👌🙏🙏