SAFE BEARING CAPACITY OF SOIL

The safe bearing capacity of soil is defined as the maximum load per unit area that the soil can bear without any displacement or settlement. This is measured in terms of kilograms per square centimeter. If the load exceeds this mark, the soil will start to displace or break. This will lead to structure settlement, which can end up in destructive results.

Formula:
Safe bearing capacity of soil = (ultimate bearing capacity)/(Cross-section area x Factor of safety)

          *The ultimate bearing capacity of the soil - the point at which the soil starts to displace under load. Any soil can take up to a certain amount of load only, after which it starts to settle or displace.

           *The cross-section area is the area of soil on site on which the tests are being performed. It can be a square meter in general practice.

          *The factor of safety indicates how safe the soil capacity results must be before considering a certain type of construction. Naturally, it depends upon the type of building being constructed. It is kept at 2 for general civil constructions and 3 for high-rise or heavy constructions.

Testing Procedures for Soil Bearing Capacity: 

Drop Weight Method is the easiest and it is a tried and tested true test.

Drop Weight Test:

1. Dig up a pit down to the foundation depth.

2. Find a heavy perfectly cube-shaped object. Stone blocks work best. Measure its precise weight.

3. Lift the cube up to a predetermined height directly over the pit. This must be precise as well.

4. Drop the cube in the pit, and then carefully lift it out without disturbing the impression made by the block.

5. Measure the depth of the impression made by the block.

6. Repeat the above process several times and take the average value.

Example:

Weight of the block: 1.2 kg
Height of drop: 120cm
Depth of impression: 1.6cm
Cross section: 20 sq.cm.
Factor of safety: 2

Therefore, ultimate bearing capacity = (1.2 x 120)/1.6 = 90

And, safe bearing capacity of soil = 90/(20 x 2) = 2.25 kg/cm².

Safe Bearing Capacity (SBC) values for different types soils: 

(The values below are probable only and to use for preliminary design of structures.)

Soft,wet or muddy clay: 0.5 kg/cm²
Black cotton soil: 1.5 kg/cm²
Loose gravel: 2.5 kg/cm²
Compacted clay: 4.5 kg/cm²
Soft rocks: 4.5 kg/cm²
Compacted gravel: 4.5 kg/cm²
Hard rocks: 33.0 kg/cm²
Coarse sand: 4.4 kg/cm²
Medium sand: 2.45 kg/cm²
Fine sand: 4.45 kg/cm²