Terzaghi’s bearing capacity theory provides a fundamental framework for estimating the loadβcarrying capacity of shallow foundations. It separates the contribution of soil cohesion, the overβburden stress due to the weight of the soil above the footing, and the shear resistance generated by the soilβs internal friction.
For a strip footing the ultimate bearing capacity is expressed by the classic Terzaghi equation, which combines these three mechanisms through dimensionless bearingβcapacity factors that depend on the soilβs friction angle.
c’ = cohesion (kPa)
N_c, N_q, N_gamma = bearingβcapacity factors (function of Ο)
q = overburden pressure (kPa)
Ξ³ = unit weight of soil (kN/mΒ³)
B = footing width (m)
The bearingβcapacity factors N_c, N_q and N_Ξ³ are derived from the soilβs internal friction angle (Ο) and reflect how shear strength and confining stress contribute to the overall capacity. By inserting realistic field values into the equation, engineers can quickly assess whether a proposed foundation will remain safe under the anticipated loads.
What is the ultimate bearing capacity in Terzaghi’s theory?
How does the overburden stress affect the bearing capacity?
What is the role of soil cohesion in Terzaghi’s equation?
How does internal friction influence the bearing capacity?
Can this calculator be used for different types of footings?
Results are for informational purposes only and do not constitute professional advice.
