TYPES
OF FOUNDATION FOR BUILDINGS AND THEIR USES
Foundations are classified as
shallow and deep foundations. Types of foundations under shallow and deep
foundations for building construction and their uses are discussed.
It is advisable to know suitability of
each types of foundation before their selection in any construction project.
Types of Foundation and their
Uses
Following
are different types of foundations used in construction:
1.
Shallow
foundation
1.
Individual footing or isolated
footing
2.
Combined footing
3.
Strip foundation
4.
Raft or mat foundation
2.
Deep
Foundation
0.
Pile foundation
1.
Drilled Shafts or caissons
Types of
Shallow Foundations
1.
Individual Footing or Isolated Footing
Individual footing or
an isolated footing is the most common type of foundation used for building
construction. This foundation is constructed for single column and also called
as pad foundation.
The shape of individual footing is
square or rectangle and is used when loads from structure is carried by the
columns. Size is calculated based on the load on the column and safe bearing
capacity of soil.
Rectangular isolated footing is
selected when the foundation experiences moments due to eccentricity of loads
or due to horizontal forces.
2. Combined
Footing
Combined footing is
constructed when two or more columns are close enough and their isolated
footings overlap each other. It is a combination of isolated footings, but
their structural design differs.
The shape of
this footing is rectangle and is used when loads from structure is carried by
the columns.
3. Spread footings or Strip
footings and Wall footings
Spread footings are
those whose base is wider than a typical load bearing wall foundations. The
wider base of this footing type spreads the weight from the building structure
over more area and provides better stability.
Spread footings and wall footings are
used for individual columns, walls and bridge piers where the bearing soil
layer is within 3m (10 feet) from the ground surface. Soil bearing capacity
must be sufficient to support the weight of the structure over the base area of
the structure.
These should not be used on soils
where there is any possibility of ground flow of water above bearing layer of
soil which may result in scour or liquefaction.
4. Raft or Mat Foundations
Raft or mat foundations
are the types of foundation which are spread across the entire area of the
building to support heavy structural loads from columns and walls.
The use of mat foundation is for
columns and walls foundations where the loads from structure on columns and
walls are very high. This is used to prevent differential settlement of
individual footings, thus designed as a single mat (or combined footing) of all
the load bearing elements of the structure.
It is suitable for expansive soils
whose bearing capacity is less for suitability of spread footings and wall
footings. Raft foundation is economical when one-half area of the structure is
covered with individual footings and wall footings are provided.
These foundations should not be used
where the groundwater table is above the bearing surface of the soil. Use of
foundation in such conditions may lead to scour and liquefaction.
Types of Deep Foundation
1.Pile Foundations
Pile foundation is a
type of deep foundation which is used to transfer heavy loads from the
structure to a hard rock strata much deep below the ground level.
Pile foundations are used to transfer
heavy loads of structures through columns to hard soil strata which is much
below ground level where shallow foundations such as spread footings and mat
footings cannot be used. This is also used to prevent uplift of structure due
to lateral loads such as earthquake and wind forces.
Pile foundations are generally used
for soils where soil conditions near the ground surface is not suitable for
heavy loads. The depth of hard rock strata may be 5m to 50m (15 feet to 150
feet) deep from the ground surface.
Pile foundation resists the loads
from structure by skin friction and by end bearing. Use of pile foundations
also prevents differential settlement of foundations.
2.Drilled Shafts or Caisson
Foundation
Drilled
shafts, also called as caissons, is a type of deep foundation and has
action similar to pile foundations discussed above, but are high capacity
cast-in-situ foundations. It resists loads from structure through shaft
resistance, toe resistance and / or combination of both of these. The
construction of drilled shafts or caissons are done using an auger.
Drilled shafts can transfer column
loads larger than pile foundations. It is used where depth of hard strata below
ground level is location within 10m to 100m (25 feet to 300 feet).
Drilled shafts
or caisson foundation is not suitable when deep
deposits of soft clays and loose, water-bearing granular soils exists. It is
also not suitable for soils where caving formations are difficult to stabilize,
soils made up of boulders, artesian aquifer exists