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Terzaghi Shallow Foundation Bearing Capacity Calculator

Terzaghi bearing capacity theory evaluates the limit equilibrium of shallow foundation failure wedges in soil.

Undrained or effective cohesion.

Overburden pressure at foundation base (γ · D_f).

Total unit weight of foundation soil.

Width of shallow footing.

Internal angle of friction.

Calculated Result
1033.4 kPa

Ultimate Bearing Capacity (q_ult)

Allowable Capacity (FS = 3)

344.5 kPa

Bearing Factor Nc

25.80

Bearing Factor Nq / Nγ

14.72 / 16.72

Calculation Breakdown

  1. Bearing Equationq_ult = c·Nc + q₀·Nq + 0.5·γ·B·Nγ
  2. Evaluation15·25.8 + 25·14.7 + 0.5·18.5·1.8·16.7 = 1033.4 kPa

What Is the Terzaghi Shallow Foundation Bearing Capacity Calculator?

Terzaghi bearing capacity equation determines the maximum load per unit area a foundation can support without shear failure.

How Does the Terzaghi Shallow Foundation Bearing Capacity Calculator Work?

Combines Prandtl plastic equilibrium with wedge failure geometry to solve for factors Nc, Nq, and Ngamma.

Terzaghi Shallow Foundation Bearing Capacity Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

q_{ ext{ult}} = c N_c + q_0 N_q + rac{1}{2} gamma B N_gamma, quad q_{ ext{all}} = rac{q_{ ext{ult}}}{ ext{FS}}

Terzaghi general bearing capacity equation with Vesic bearing factors.

How to Use the Terzaghi Shallow Foundation Bearing Capacity Calculator

  1. Input soil cohesion c, surcharge q0, soil unit weight gamma, footing width B, and friction angle phi.

Step-by-Step Example Calculation

Continuous Strip Footing in Silty Sand

Input Values:

cohesionKPa:15
surchargeQ0KPa:25
soilUnitWeightKnM3:18.5
footingWidthBMeters:1.8
frictionAngleDeg:28
Worked Steps: Ultimate capacity q_ult = 952.1 kPa; allowable bearing capacity q_all = 317.4 kPa (with FS = 3.0).

Understanding Your Result

Provides ultimate capacity and design allowable bearing capacity with a typical Factor of Safety of 3.0.

Factors That Affect the Result

  • High groundwater table near the base reduces effective soil unit weight by ~50%, reducing Ngamma contribution.

When Should You Use This Calculator?

  • Designing building spread footings, strip footings, and geotechnical bearing verification.

Assumptions & Limitations

  • Assumes general shear failure in dense/stiff soil; loose soils require local shear reduction.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard geotechnical shallow foundation engineering model.

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