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Komal Bhandakkar - Answers

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  1. Asked: July 27, 2020In: Foundation

    On what basis is the pile foundation recommended?

    Komal Bhandakkar

    Komal Bhandakkar

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    Komal Bhandakkar AUTHOR
    Added an answer on November 21, 2020 at 5:53 pm
    This answer was edited.

    Pile Foundation: Pile Foundations is advised only when a raft foundation cannot be proposed because of the excessive settlement generated due to the underlying loose or slightly compressible soil. Thank You.

    Pile Foundation:

    Pile Foundations is advised only when a raft foundation cannot be proposed because of the excessive settlement generated due to the underlying loose or slightly compressible soil.


    Thank You.

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  2. Asked: July 29, 2020In: Foundation

    Which type of foundation is best for black cotton soil?

    Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 21, 2020 at 5:52 pm
    This answer was edited.

    Foundation for Black Cotton Soil: Actually the under-reamed pile foundation is one of the best foundation for black cotton soil.Under-reamed pile has bulbs at its lower end.Strip foundation & Pier foundation also used for black cotton soil. Thank You.

    Foundation for Black Cotton Soil:

    Actually the under-reamed pile foundation is one of the best foundation for black cotton soil.


    Under-reamed pile has bulbs at its lower end.


    Strip foundation & Pier foundation also used for black cotton soil.


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  3. Asked: August 17, 2020In: Foundation

    Why is the main reinforcement provided on the longer side of raft footing?

    Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 21, 2020 at 5:50 pm
    This answer was edited.

    The main reinforcement should be provided on a longer span because of the following reason: The longer span has to bear a higher bending moment A longer span produces a larger moment on a longer beam. The longest span is in an extra critical condition. Thank You.

    The main reinforcement should be provided on a longer span because of the following reason:

    1. The longer span has to bear a higher bending moment
    2. A longer span produces a larger moment on a longer beam.
    3. The longest span is in an extra critical condition.

    Thank You.

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  4. Asked: September 22, 2020In: Foundation

    In which type of soil can we use pile foundation?

    Komal Bhandakkar

    Komal Bhandakkar

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    Komal Bhandakkar AUTHOR
    Added an answer on November 21, 2020 at 5:48 pm
    This answer was edited.

    Pile foundations are habitually used for large structures and in certain situations where the soil at shallow depth is unsuitable to withstand excessive settlement & resist uplift. Thank You.

    Pile foundations are habitually used for large structures and in certain situations where the soil at shallow depth is unsuitable to withstand excessive settlement & resist uplift.


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  5. Asked: September 22, 2020In: Foundation

    Foundation appears to move up or down

    Komal Bhandakkar

    Komal Bhandakkar

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    Komal Bhandakkar AUTHOR
    Added an answer on November 21, 2020 at 5:43 pm
    This answer was edited.

    The vertical movement in foundations is caused by : Either downwards movement of the wall or wall footing, when a wall footing sinks in soft soil. An up and down movement of the wall or wall footings such as when a wall is disturbed by frost in a freezing climate Expansive clay soils expand or shrinRead more

    The vertical movement in foundations is caused by :

    1. Either downwards movement of the wall or wall footing, when a wall footing sinks in soft soil.
    2. An up and down movement of the wall or wall footings such as when a wall is disturbed by frost in a freezing climate
    3. Expansive clay soils expand or shrink as their water content increases or decreases.

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  6. Asked: September 25, 2020In: Foundation

    What is meant by stability of slope ? How to calculate slope stability?

    Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 21, 2020 at 5:38 pm
    This answer was edited.

    If the forces available to resist movement are larger than the forces driving movement, then the slope is considered stable A factor of safety is calculated by dividing the forces resisting movement by the forces driving movement. Thank You.

    If the forces available to resist movement are larger than the forces driving movement, then the slope is considered stable


    A factor of safety is calculated by dividing the forces resisting movement by the forces driving movement.


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  7. Asked: July 23, 2020In: Structural Engineering

    What is the function of stirrup in beam?

    Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 20, 2020 at 3:57 pm
    This answer was edited.

    Here, I am gonna discuss some use of stirrup in reinforcement. The important purpose of the stirrup is to hold the primary reinforcement bars properly.  The stirrup prevents columns and beams from buckling phenomena. The stirrups get placed diagonally when there are tension and compression caused byRead more

    Here, I am gonna discuss some use of stirrup in reinforcement.

    The important purpose of the stirrup is to hold the primary reinforcement bars properly. 


    The stirrup prevents columns and beams from buckling phenomena.


    The stirrups get placed diagonally when there are tension and compression caused by vertical and transverse tension.


    Thank You.

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  8. Asked: July 23, 2020In: Structural Engineering

    What is double R.C. beam?

    Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 20, 2020 at 3:56 pm
    This answer was edited.

    Doubly Reinforced Beam: The beam in which the reinforcement is provided by the steel in both tension and compression zone of the beam is nothing but the Doubly reinforced beam. We should keep in mind that the moment of resistance can be increased by designing the beam as over reinforced & thiscaRead more

    Doubly Reinforced Beam:

    The beam in which the reinforcement is provided by the steel in both tension and compression zone of the beam is nothing but the Doubly reinforced beam.


     We should keep in mind that the moment of resistance can be increased by designing the beam as over reinforced & thiscan be made only up to the extent of 25% on the strained side.


    Thank You.

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