What are the bearing capacity values of different types of soils such as clay, sand, gravel, rocks etc.?

Sign Up to The Constructor to ask questions, answer people’s questions, write articles, and connect with other people. VIP members get additional benefits.

Login to The Constructor to ask questions, answer people’s questions, write articles & connect with other people. VIP members get additional benefits.

Lost your password? Please enter your email address. You will receive a link and will create a new password via email.

## AdityaBhandakkar

For the different values of bearing capacity factor under the application of general shear failure, values are shown in the above table.

Where

Nc, Nq and Nyare the factors ofTerzaghi’s bearing capacity.## aviratdhodare

Follwoing are the values of safe bearing capacity as per IS:1904–1978 –

Rocks –

a) hard sound rock – 330 t/m2 or 3240 KN/m2

b) leminated rock – 165 t/m2 or 1620 KN/m2

c) residual deposit of shattered and broken rocks- 90 t/m2 or 880 KN/m2

d) soft rock – 45 t/m2 or 440 KN/m2

Non Cohesive Soil (sand & gravel ) –

a) compact gravel, sand and gravel – 45 t/m2 or 440 KN/m2

b) compact and dry coarse sand – 45 t/m2 or 440 KN/m2

c) compact and dry medium sand – 25 t/m2 or 245 KN/m2

d) find sand – 15 t/m2 or 150 KN/m2

e) loose gavel or sand – 25 t/m2 or 245 KN/m2

f) loose and dry fine sand – 10 t/m2 or 100 KN/m2

Cohesive soil –

a) hard or stiff clay, soft shale – 45 t/m2 or 440 KN/m2

b) medium clay – 25 t/m2 or 245 KN/m2

c) moist clay and sand clay mixture – 15 t/m2 or 150 KN/m2

d) soft clay – 10 t/m2 or 100 KN/m2

e) very soft clay – 5 t/m2 or 50 KN/m2

f) black cotton soil , peat – by soil investigation

This is bit difficult to state like this. Generally, in fields, we deal with layered soil systems where in you need to work out settlement of each layer and then compare the same to allowable settlement of the subject structure. The allowable settlement for each structure in different and hence the criterion changes all the time.

More than shear criteria, the settlement criteria generally governs the safe bearing capacity of a soil. So, it is difficult to standardize the bearing capacity values in case of soils. May be, in the case of rock, you can standardize the values as the rock does not settle more than 3–4 mm.

## Gopal Mishra

Following table shows maximum bearing capacity values of different types of soils:

Types of SoilBearing Capacity (Kg/m^{2})Bearing Capacity (kN/m^{2})Bearing capacity of soil is the maximum load per unit area. This is the ultimate bearing capacity of soil shown in table. Dividing the ultimate soil bearing capacity by a safety factor we get the maximum safe bearing capacity of soil for design of foundations.

## NeerajKhatri

Dear Gopal, thankyou for this informative. I have an additional query. How does one deduce the soil type (among the above mentioned types) by visual inspection or simple field tests ?

## Abhishek Kirave

The bearing capacity values for different types of soil are-

## Gopal Mishra

@Giuseppe Pace

1 kg = 10 N, so, 1000 N = 100 kg = 1 kN. So, value of column 2 is divided by 100 to obtain value in kN/m

^{2}.## Vivek Patel

Different soil SBC are as follow

In actual site, we conduct several test to find out SBC.

## DevilAVRT

RECOMMENDED VALUES OF SAFE BEARING CAPACITY FOR PRELIMINARY ANALYSISSl. NoTYPE OF ROCK OR SOILSAFE BEARING CAPACITY(kN/m^{2})(kg/cm^{2})ROCKSNON-COHESIVE SOILSCOHESIVE SOILS## Julieta Magtalas

Is it always correct to utilize smaller value of SBC even though the kind of material is loose of soft clay and yet within this value the structure is still safe and sound.

Regards and thanks.

Juliet magtalas

## Handasa

Of course these are indicative values and do not substitute for soil testing by a specialized laboratory.

## andanr123

Can I get step by step on how to find out SBC if cohesion=0.36 kg/cm²,angle of internal friction=13,Field dry density=1.603,fmc=12%.

Review the Gopal first column, it’s wrong, the correct value must be: the tabla value divided by 10000

## shuvam dey

correct