We all know the building has two main parts, i.e.Foundation or Sub-Structure and superstructure.
The foundation or sub-structure is the lowest part of the
the structure which directly transmits the load to the soil.
While the lowermost portion of the foundation which is in direct contact with the sub-soil is called footing.
Types of foundation –
The foundations may be broadly classified as shallow
foundation and deep foundation.
Again shallow foundations can be subdivided into four
categories –
- Spread footing
- Combined footing
- Strap footing
- Mat foundation.
Deep foundations may be following types –
- Deep strip, rectangular or square footing
- Pile foundation
- Pier foundation
- Well, foundation.
Also Read:- Ground-improvement-technique-in-soil.
The foundation must be considered sound and stable against What are the basic criteria for the design of the foundation?
The following criteria are given below –
- Shear failure.
- The soil at the foundation must not settle beyond tolerable limits.
- The soil must not be subjected to local erosions due to flow of water, underground defects e.g. cavities, unconsolidated filled up the soil, GWT, expansive soils, etc.
- The design loads including dead, wind load, seismic loads lateral pressures on the embedded structure, the effect of dynamic load also governs the foundation design.
What are the uses of the Foundation?
Types
|
Uses
|
Pile foundation
|
|
Well, foundation or open caissons.
Box caisson
Open caisson
Pneumatic caisson
|
|
Pier foundation or drilled caissons.
|
|
Also, Read- one-example-analysis-of-rate.
What are the essential requirements of a good foundation?
The foundations shall be constructed to sustain the dead and
imposed loads and to transmit these to the subsoil in such a way that pressure
on it will not cause settlement which would impair the stability of the
the building or adjoining structures.
Foundation base should be rigid so that differential settlement
are minimized, especially for the case when super-imposed loads are not evenly
distributed.
Foundations should be taken sufficiently deep to guard the
building against damage or distress caused by swelling or shrinkage of the
sub-soil.
Foundations should be so located that its performance may
not be affected due to any unexpected future influence.
Also Read:- Rise and Fall method in Surveying.
How you will determine the width and depth of the foundation?
Width of foundation:
It is obtained by dividing the total load including dead load, live load and
wind load by the allowable bearing capacity of the soil.
B = T/P
Where,
B = Width
of the foundation in m
T = Total
load per meter run in kg.
P = safe
bearing capacity of soil in kg/m3
Depth of Foundation:
The minimum depth of foundation is obtained by Rankine’s
formula
D = P/W(1- sinÆŸ/1+ sinÆŸ)2
Where,
P = safe bearing capacity of soil
in kg/m3
W = unit weight of soil in kg/m3
ÆŸ = angle of repose of the soil in
degrees.
D = Minimum depth of foundation in
m.
What are the causes of failure of foundation?
- Unequal settlement of the sub-soil under the foundation
- Unequal settlement of the masonry
- Lateral movement of earth, increasing horizontal pressure which tends to over-turn the structure.
- Horizontal movement of the soil adjacent to the structure
- Shrinkage of the soil bed due to seasonal variation of moisture content
- Lateral escape of the soil beneath the foundation
- Atmospheric action.
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