Pile Foundation | காம்பவுண்ட் சுவர் கட்ட பில்லர் அமைப்பு

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  • Опубликовано: 27 авг 2024
  • #pilefoundation
    #tractorpiling
    pile Foundation
    pile footing
    basement
    belt concrete
    belt foundation
    drill machine drill foundation
    tractor drilling
    pile compound
    compound wall foundation
    compound wall piling
    tractor agur
    tractor augur
    tractor piling
    water point drilling
    15 inch 16 inch 20 inch
    1feet 1.5 feet 2 feet drilling
    drilling charges
    piling charges
    wet land piling
    dryland piling
    foundation piling
    piling contractor
    Foundations provide support to the structure, transfers the loads from the structure to the soil. But the layer at which the foundation transfers the load shall have an adequate bearing capacity and suitable settlement characteristics. There are several types of foundation depending on various considerations such as-
    Total load from the superstructure.
    Soil conditions.
    Water level.
    Noise and vibrations sensitivity.
    Available resources.
    Time-frame of the project.
    Cost.
    Broadly speaking, foundations can be classified as shallow foundations and deep foundations. Shallow footings are usually used when the bearing capacity of the surface soil is adequate to carry the loads imposed by a structure. On the other hand, deep foundations are usually used when the bearing capacity of the surface soil is not sufficient to carry the loads imposed by a structure. So, the loads have to be transferred to a deeper level where the soil layer has a higher bearing capacity.
    When the groundwater table is high.
    Heavy and un-uniform loads from superstructure are imposed.
    Other types of foundations are costlier or not feasible.
    When the soil at shallow depth is compressible.
    When there is the possibility of scouring, due to its location near the river bed or seashore, etc.
    When there is a canal or deep drainage systems near the structure.
    When soil excavation is not possible up to the desired depth due to poor soil condition.
    When it becomes impossible to keep the foundation trenches dry by pumping or by any other measure due to heavy inflow of seepage.

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