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Mention the classification of foundation:
Based can be mainly divided into two categories namely-
(A) Shallow foundation
(B) Deep foundation
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A. Shallow foundation:-
A foundation whose depth is equal to or less than its width is called a shallow foundation. This shallow foundation is called free foundation. That is, all foundations which are constructed by digging, are called open or shallow foundations. Hence the depth of foundation If the foundation is constructed by freely excavating, though it is larger than the width, it is called shallow foundation. Shallow foundations or footings are divided into four categories depending on the design, namely-
1. Spread footing.
2. Strap footing.
3. Combined footing.
4. Mat or Raft foundation.
1. Spread footing:
In this type of footing, the base of the structure is gradually widened, so that the mass of the structure can be distributed over a larger area. That is, the base or foundation is widened step by step according to the safe bearing capacity of the soil
is done It provides support to columns or walls. Each column or wall has its own separate footing. Although they are considered different according to design and construction method. Spread footings for columns are square, rectangular, round etc.
Spread footing is also called wall footing as it is used for walls. A footing is made by laying bricks in multiple layers. Generally the width of the minimum level is twice the width of the wall. The width of the base is increased in steps by providing an offset of one quarter of the length of the brick per layer on both sides of the wall.
2. Strap or Cantilever Footing:
Two or more separate column footings joined together by beams to form one footing is called cantilever or strap footing. Spread footing is always placed on clay soil. But in case of excessive load and soft soil the bearing capacity of the soil is higher due to stress intensity at the outer edge of the foundation
If climbed, it is very dangerous. In this case, the load on the outer column is coordinated by the inner column with the help of cantilever beams.
3. Combined Footing:
Combined footing provides support to two columns. This footing is mainly done in the following conditions.
(a) When two columns are very close and their footings overlap.
(b) If the bearing capacity of the soil is low, i.e. if more space is required for individual columns.
(c) If the column ends fall on the boundary line there is no scope for extending the footing beyond the boundary line.
Combined footings can be rectangular or trapezoidal in shape. The purpose of this footing is to evenly distribute the load. When two columns carry the same load or the intercolumnar column carries a greater load, it is convenient to provide rectangular footings. On the other hand, it is convenient to provide trapezoidal jotting when the outer column is along the boundary and carries more load.
4. Matt or Raft Foundation:
Raft or mat is a combined footing, which provides simultaneous support to all the walls and columns of the structure. Filled soil, soft soil or water-logged areas, where the bearing capacity of the soil is low
Structures with additional concentrated loads are constructed using raft foundations. Rafts are used for the following purposes-
(a) To increase the area of foundation due to low bearing capacity of soil.
(b) To cover entire span-wide over soft soil or loose cavity
(c) Raft foundations are used to resist the hydrostatic pressure of the fluid.
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B. Deep foundation:-
A foundation whose depth is greater than its width is called a deep foundation. Generally by digging ditches or pits
Deep foundations are not built. If a good bearing capacity layer is not available near the surface, the foundation of the structure is laid deep in the soil to obtain the required bearing capacity foundation. Apart from that, deep foundations are often required for long-term durability of the structure. Generally, according to the construction techniques, deep foundations are of three types, namely-
1.Pile foundation
2. Caison or well foundation
3. Cofferdam
1. Pile Foundation:
Slender structural members of steel, concrete or wood are called piles. Piles are driven into the ground or dug into the ground and filled with concrete in place. The main function of piles is to transfer structural loads. Where required depth for spread footing is not available, pile foundation is provided. That is, pile support is provided when the depth of required bearing capacity is greater or when the surface is too steep. Pile foundation is safe for any type of structure in case of compressive soil and fractured soil. Piles are used to construct structures adjacent to water. Pile foundations are used in the following cases or purposes-
1. If the soil below ground level is more compressive and weak, i.e. unable to support the structure due to low bearing capacity.
2. If the settlement is uneven due to uneven load on the structure in shallow foundation construction, then pile foundation is used to bring the settlement to an acceptable level.
3. Pile foundations are required to transfer structural loads across deep water to a solid layer.
4. Caused by earthquakes and gusts in case of earth-bearing structures and high-rise structures
To support vertical loads with horizontal forces.
5. If there is a possibility of water (velocity) action on seabed or river bank structures.
6. To construct transmission towers, docks, piers and other marine structures.
7. Load through piles when soil is subjected to compression and expansion due to variable sub-soil water
is transferred to the functional zone.
8. Pile foundations are used to compact sand soils and increase their bearing capacity.
Classification of Piles:-
Piles can be classified into various categories.
(i) Classification according to material used:
1.Timber pile
2. Concrete pile
3. Stcel pile
4. Composite pile
(ii) Classilication based mode of transfer of load or on the function:
1. End bearing pile
2. Compaction pile
3. Anchor pile
4. Fender pile
5. Friction pile
6. Tension or uplift pile
7. BatUer pile
8. Sheęt pile
(ii) Classification based on the method of construction:
1. Pre-cast pile
2. Cast-in-situ pile
2. Caisson:
A structure constructed to support a foundation at the required depth below ground or water
Kayson says. In other words, a box-like rectangular or circular waterproof structure made of wood, steel or concrete is called a caisson. Through this, soil can be excavated from the surface to any depth. Caissons are constructed for the following purposes-
(a) To achieve good bearing level of bridge pier or heavy column lade,
(b) To create voids within the soil for drainage.
Caissons are commonly used to construct fixed structures, such as:
1. River abutment, bridge pier
2. Ship building structure, quay wall
3. The adrenal gland is the largest structure;
4. Epidermal protective structures.
3. Cofferdam:
Cofferdam is a type of temporary enclosure, which is used during the construction of rivers, dams etc.
Prevents entry. At this time some water seeps in through the cofferdam, which is easily pumped
Water can be drained by installing cofferdam in the area. So to keep the construction area dry, water can be drained by installing cofferdam in the construction area. Its walls should be as waterproof as possible. Cofferdams can be constructed of timber, steel sheet piles or earth, depending on water depth, soil conditions, elevation of water table, availability of material etc.
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