At those places we use mat foundations to distributes the whole loads of the structure to the soil when the area of the footing was increase than the soil load bearing capacity will also increase because this foundation reduces the stress on the soil at the same place.
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The mat foundation is also reinforced with many bars inside it which run perpendicular to each other.
The building then rests on this foundation leading to lesser contact with the land and hence more strength and stability.
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Raft mat foundation is used in those places where we have less bearing capacity of the soil.
There re a couple of disadvantages of that type of foundation comprising.
How to construct a raft or mat foundation a raft foundation is constructed by first excavating the ground to a uniform flat level.
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A mat foundation is used when the subsoil is weak and column loads are so heavy that the conventional spread footings cover more than 50 of the building area.
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From time to time mat foundations require weighty support in some regions which could amount to the expenditure of the make.
Under some conditions spread footings would have to cover more than half the building area and mat foundations might be more economical.
It is common to use mat foundation or deep basements to transfer the column loads to the underlying soil as well as provide floor slab for the basement.
The ends of the mat foundation in case not appropriately looked after could wear down gradually.
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Demerits of mat foundation.
It is used where the supporting soil has low bearing capacity.
Common types of mat foundation.
The bearing capacity increased by combining all individual footings in to one mat since bearing capacity is proportional to width and depth of foundations.
Mat or raft foundation is a large concrete slab supporting several columns in two or more rows.
Then a waterproof plastic sheet is laid over the earth and a thin 3 layer of plain cement concrete pcc is poured just to create a perfectly flat and level base for the foundation.
Mat foundations are sometimes preferred for soils that have low load bearing capacities but that will have to support high column or wall loads.