Register Now


Lost Password

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


Register Now

The bearing capacity of soil is defined as the capacity of the soil to bear the loads coming from the foundation. The pressure which the soil can easily withstand against load is called allowable bearing pressure.

Types of Bearing Capacity of Soil

Following are some types of bearing capacity of soil:

1. Ultimate bearing capacity (qu)

The gross pressure at the base of the foundation at which soil fails is called ultimate bearing capacity.

2. Net ultimate bearing capacity (qnu)

By neglecting the overburden pressure from ultimate bearing capacity we will get net ultimate bearing capacity.


Where gamma= unit weight of soil, Df = depth of foundation

3. Net safe bearing capacity (qns)

By considering only shear failure, net ultimate bearing capacity is divided by certain factor of safety will give the net safe bearing capacity.

qns = qnu/ F

Where F = factor of safety = 3 (usual value)

4. Gross safe bearing capacity (qs)

When ultimate bearing capacity is divided by factor of safety it will give gross safe bearing capacity.

qs = qu/F

5. Net safe settlement pressure (qnp)

The pressure with which the soil can carry without exceeding the allowable settlement is called net safe settlement pressure.

6. Net allowable bearing pressure (qna)

This is the pressure we can used for the design of foundations. This is equal to net safe bearing pressure if qnp > qns. In the reverse case it is equal to net safe settlement pressure.

Calculation of Bearing Capacity

For the calculation of bearing capacity of soil, there are so many theories. But all the theories are superseded by Terzaghi’s bearing capacity theory.

1. Terzaghi’s bearing capacity theory

Terzaghi’s bearing capacity theory is useful to determine the bearing capacity of soils under a strip footing. This theory is only applicable to shallow foundations. He considered some assumptions which are as follows.

  1. The base of the strip footing is rough.
  2. The depth of footing is less than or equal to its breadth i.e., shallow footing.
  3. He neglected the shear strength of soil above the base of footing and replaced it with uniform surcharge. ( gamma symbolDf)
  4. The load acting on the footing is uniformly distributed and is acting in vertical direction.
  5. He assumed that the length of the footing is infinite.
  6. He considered Mohr-coulomb equation as a governing factor for the shear strength of soil.

Bearing capacity of soil

As shown in above figure, AB is base of the footing. He divided the shear zones into 3 categories. Zone -1 (ABC) which is under the base is acts as if it were a part of the footing itself. Zone -2 (CAF and CBD) acts as radial shear zones which is bear by the sloping edges AC and BC. Zone -3 (AFG and BDE) is named as Rankine’s passive zones which are taking surcharge (y Df) coming from its top layer of soil.

From the equation of equilibrium,

Downward forces = upward forces

Load from footing x weight of wedge = passive pressure + cohesion x CB sinimage

Bearing capacity of soil calculation - Terzaghi's Formula

Where Pp = resultant passive pressure = (Pp)y + (Pp)c + (Pp)q

(Pp)y is derived by considering weight of wedge BCDE and by making cohesion and surcharge zero.

(Pp)c is derived by considering cohesion and by neglecting weight and surcharge.

(Pp)q is derived by considering surcharge and by neglecting weight and cohesion.


Bearing capacity of soil calculation - Terzaghi's Formula

By substituting,

Bearing capacity of soil calculation

So, finally we get qu = c’Nc + y Df Nq + 0.5 y B Ny

The above equation is called as Terzaghi’s bearing capacity equation. Where qu is the ultimate bearing capacity and Nc, Nq, Ny are the Terzaghi’s bearing capacity factors. These dimensionless factors are dependents of angle of shearing resistance ().

Equations to find the bearing capacity factors are:

Bearing capacity factors calculation formula


Bearing capacity factors formula

Kp = coefficient of passive earth pressure.

For different values of image, bearing capacity factors under general shear failure are arranged in the below table.


Finally, to determine bearing capacity under strip footing we can use

qu = c’Nc + imageDf Nq + 0.5 image B Ny

By the modification of above equation, equations for square and circular footings are also given and they are.

For square footing

qu = 1.2 c’Nc + image Df Nq + 0.4 image B Ny

For circular footing

qu = 1.2 c’Nc +imageDf Nq + 0.3image B Ny

2. Hansen’s bearing capacity theory

For cohesive soils, Values obtained by Terzaghi’s bearing capacity theory are more than the experimental values. But however it is showing same values for cohesionless soils. So Hansen modified the equation by considering shape, depth and inclination factors.

According to Hansen’s

qu = c’Nc Sc dc ic + image Df Nq Sq dq iq + 0.5 image B Ny Sy dy iy

Where Nc, Nq, Ny = Hansen’s bearing capacity factors

Sc, Sq, Sy = shape factors

dc, dq, dy = depth factors

ic, iq, iy = inclination factors

Bearing capacity factors are calculated by following equations.

Bearing capacity factors calculation formula

For different values of image Hansen bearing capacity factors are calculated in the below table.


Shape factors for different shapes of footing are given in below table.

Shape of footingScSqSy

Depth factors are considered according to the following table.

Depth factorsValues

Similarly inclination factors are considered from below table.

Inclination factorsValues
ic1 – [H/(2 c B L)]
iq1 – 1.5 (H/V)

Where H = horizontal component of inclined load

B = width of footing

L = length of footing.

About Sadanandam AnupojuVerified

Sadananda is a Civil Engineer and is an Author, Editor and Partner of The Constructor since 2016.