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Driven Pile Static Axial Compressive Capacity Calculator

Deep foundations transfer heavy structural loads past weak superficial soils to deep bearing strata.

Diameter of circular driven pile.

Total penetrated depth in soil.

Ultimate unit resistance at pile tip.

Average shaft unit shear resistance.

Calculated Result
2439 kN

Ultimate Pile Capacity (Q_ult)

Allowable Capacity (FS = 2.5)

975 kN

Shaft Skin Friction (Q_s)

1555 kN

Base End Bearing (Q_b)

884 kN

Calculation Breakdown

  1. Shaft ResistanceQ_s = f_s · (π·D·L) = 55 · (π · 0.5 · 18) = 1555 kN
  2. Base ResistanceQ_b = q_b · (π·D²/4) = 4500 · 0.196 = 884 kN

What Is the Driven Pile Static Axial Compressive Capacity Calculator?

Driven pile static capacity calculates the axial compression load a deep foundation pile can support safely.

How Does the Driven Pile Static Axial Compressive Capacity Calculator Work?

Sums the tip end-bearing area resistance and circumferential shaft skin friction.

Driven Pile Static Axial Compressive Capacity Calculator Formula & Variables

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

Q_{ ext{ult}} = Q_b + Q_s = q_b A_b + f_s (pi D L), quad Q_{ ext{all}} = rac{Q_{ ext{ult}}}{ ext{FS}}

Static equilibrium of deep foundation axial bearing and shaft friction resistance.

How to Use the Driven Pile Static Axial Compressive Capacity Calculator

  1. Enter pile diameter, embedment depth, unit tip bearing capacity qb, and average unit shaft resistance fs.

Step-by-Step Example Calculation

Precast Concrete Pile in Sand and Gravel

Input Values:

pileDiameterM:0.5
pileEmbedmentLengthM:18
unitEndBearingKPa:4500
averageSkinFrictionKPa:55
Worked Steps: Ultimate capacity Q_ult = 2,438 kN (884 kN base + 1,555 kN shaft); allowable load Q_all = 975 kN (FS = 2.5).

Understanding Your Result

Outputs ultimate capacity and design allowable working load using a safety factor of 2.5.

Factors That Affect the Result

  • Soil layering, group action in closely spaced pile caps, and negative skin friction from settling clay.

When Should You Use This Calculator?

  • Bridge piers, offshore platforms, high-rise tower foundations over soft soils.

Assumptions & Limitations

  • Applies single isolated vertical pile; group efficiency effects must be applied for pile clusters.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard static axial pile capacity formulation.

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