Bearing Capacity of Foundations

Analysis of shallow foundations using the method of Aleksandar Sedmak Vesic (1973). Bearing capacity, shape and depth factors with correction for soil compressibility.

⚖️ Vesic (1973) · UNAM · Units: m · ton · ton/m²

Foundation Geometry

m
m
m

Soil Properties

t/m²
°
t/m³
t/m²
%
m
t/m³
—
Nota: If G = 0, the compressibility correction is omitted and the soil is assumed incompressible (classic Prandtl-Reissner solution). Enter G to activate the Vesic ζ factors.

Calculating bearing capacity…

Bearing Capacity Factors (Vesic)

—
Nc
—
Nq
—
Nγ

📐 Shape Factors (ζ)

—
ζc – Cohesion
—
ζq – Surcharge
—
ζγ – Weight

📏 Depth Factors (ζd)

—
ζcd
—
ζqd
—
ζγd

🔬 Compressibility Factors (ζc) – Vesic

—
Ir (rigidity index)
—
Irr (reduced)
—
ζqc
—
ζcc

Calculation Development

Bearing Capacity

—
qu – Ultimate capacity (ton/m²)
—
qad – Allowable capacity (ton/m²)

Unit Converter

Select the target unit to automatically convert the ultimate and allowable capacity.

Ultimate capacity qu
ton/m² kg/cm² kN/m² kPa MPa lb/ft² tsf (UK)
—
ton/m²
Allowable capacity qad
ton/m² kg/cm² kN/m² kPa MPa lb/ft² tsf (UK)
—
ton/m²

Parameter Summary Table

Parameter Symbol Value Unit Equation / Table

Calculation Report

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