Geotechnical Shallow Foundation Settlement Calculator

Elastic Settlement Calculator

Estimated Immediate Settlement

Total Elastic Settlement (Se) 0.00 Units match Width (B)
*Disclaimer: Calculates immediate elastic settlement only. Se = q × B × ((1 – ν²) / Es) × If. Ensure Pressure (q) and Modulus (Es) use consistent units (e.g., kPa, psf).

What Is a Geotechnical Shallow Foundation Settlement Calculator?

A shallow foundation may look strong and rigid, but the soil beneath it always compresses under load. This compression is called settlement. If it becomes too large, it can cause cracks, uneven floors, tilting, and long-term serviceability issues.

Your Geotechnical Shallow Foundation Settlement Calculator is a simple digital tool that helps estimate the immediate (elastic) settlement of shallow foundations. It focuses on the short-term deformation that occurs as soon as the load is applied and the soil responds elastically.

The calculator works with different foundation shapes and rigidity types and uses essential soil and load inputs to give a quick, practical settlement estimate. It is ideal for:

  • Preliminary design
  • Quick checks
  • Teaching and learning
  • Sensitivity studies (what happens if we change stiffness, pressure, etc.)

Why Immediate Settlement Matters in Foundation Design

When geotechnical engineers design foundations, they usually look at two main aspects:

  1. Bearing capacity – Is the soil strong enough to carry the load without shear failure?
  2. Settlement – Will the structure move vertically more than acceptable limits?

Even when the bearing capacity is safe, excessive settlement can still cause real problems:

  • Cracks in walls, slabs, and finishes
  • Misalignment of doors and windows
  • Tilting of columns, machines, or equipment
  • Loss of comfort in sensitive buildings (like labs, hospitals, or high-precision facilities)

Immediate settlement is the first part of the total settlement and is especially important in coarse-grained soils and in structures that are sensitive to movement.

A tool like your calculator gives engineers a quick way to check:

  • Is the estimated immediate settlement small, moderate, or potentially problematic?
  • How does settlement change if the footing becomes wider or narrower?
  • How does foundation shape or rigidity change the settlement?
  • What is the impact of stiffer or softer soil?

Easy and Modern Interface: Built for Practical Use

Your calculator is wrapped inside a sleek, dark-themed user interface with clear typography and simple grouping. This is not just about style; it directly supports usability and engagement.

Key interface features:

  • A clear title: Elastic Settlement Calculator
  • Input fields grouped into three logical sections:
    • Foundation shape and rigidity
    • Soil properties
    • Load and geometry
  • Two main buttons:
    • Calculate Settlement
    • Reset
  • A results box that remains hidden until a calculation is performed
  • A brief disclaimer at the bottom explaining assumptions and unit consistency

This design helps both students and practicing engineers understand what they are doing at a glance, and encourages interaction with the tool.

Step 1: Choosing Foundation Shape and Rigidity

The first important input is the Foundation Shape & Rigidity selection.

You provide several options such as:

  • Circular – Flexible (center)
  • Circular – Rigid
  • Square – Flexible (center)
  • Square – Rigid
  • Rectangular with length-to-width ratio equal to 2 – Rigid
  • Rectangular with length-to-width ratio equal to 5 – Rigid

Each option has an associated influence factor for settlement. This influence factor adjusts the base settlement value depending on the:

  • Shape of the footing (circular, square, rectangular)
  • Rigidity of the footing (flexible vs rigid)
  • Ratio of footing length to width for rectangular foundations

These factors come from classical geotechnical theory and empirical charts developed for elastic settlement in a semi-infinite soil mass. In simple terms:

  • A flexible footing tends to follow the soil deformation more closely.
  • A rigid footing distributes load differently and will often affect settlement patterns.
  • Different shapes spread stress differently through the soil, which changes settlement.

If the user forgets to select a shape and rigidity type, the calculator prompts them with a clear message asking them to choose one. This prevents meaningless calculations.

Step 2: Entering Soil Properties

After selecting the foundation type, the next step is to describe the soil behavior.

Soil Elastic Modulus (Es)

The first soil input is the Soil Elastic Modulus, often called Es or Young’s modulus of the soil.

This represents how stiff or soft the soil is. A few simple rules help understand it:

  • Higher modulus value means stiffer soil and therefore smaller settlement.
  • Lower modulus value means softer soil and therefore larger settlement.

Typical units might be:

  • kilopascal (kPa) or megapascal (MPa) in metric systems
  • pounds per square foot (psf) or pounds per square inch (psi) in imperial systems

The calculator checks that Es is a valid positive number. If it’s missing, zero, or negative, an error message is displayed instead of a misleading result.

Poisson’s Ratio (ν)

The second soil input is Poisson’s Ratio, typically written as the Greek letter nu, pronounced “new”.

Poisson’s ratio describes the lateral expansion of the soil when it is compressed vertically. For most soils, it lies between 0 and 0.5. The calculator enforces this range.

  • A value closer to 0.5 means the soil tends to expand sideways a lot when compressed.
  • A smaller value means less lateral strain compared to vertical strain.

In the settlement formula, Poisson’s ratio affects the term that includes the ratio of lateral to vertical strain. This has a direct influence on the resulting settlement. If the user enters a value outside the physical range (for example, negative or greater than 0.5), the calculator shows an error instead of processing.

Step 3: Load and Geometry Inputs

The third set of inputs describe how the foundation is loaded and how large it is.

Net Contact Pressure (q)

The Net Contact Pressure is the effective pressure at the base of the footing after accounting for:

  • Structural loads (dead loads, live loads, superimposed loads)
  • Self-weight of the footing
  • Any effects of excavation or backfill, if applicable

The key point here is that the unit of net contact pressure must be the same as the unit used for soil modulus. For example:

  • If Es is entered in kPa, then q should also be in kPa.
  • If Es is in psf, then q should be in psf.

If the units are mixed (for example, Es in MPa and q in kPa without conversion), the output settlement will not be physically correct. The calculator warns users to keep units consistent in its disclaimer.

Footing Width or Diameter (B)

The last main input is the Footing Width or Diameter, called B in the formula.

  • For circular foundations, this represents the diameter.
  • For square and rectangular foundations, it represents the width (the smaller side if rectangular).

A nice feature of your calculator is that the unit of settlement is the same as the unit of B. So:

  • If B is entered in meters, the settlement will also be in meters.
  • If B is entered in feet, the settlement will be in feet.

This makes interpretation easy, especially in early design stages.

How the Calculator Computes Elastic Settlement

Once the user has entered all four main parameters:

  • Foundation shape and influence factor
  • Soil elastic modulus
  • Poisson’s ratio
  • Net contact pressure
  • Footing width or diameter

They press Calculate Settlement.

The calculator then:

  1. Checks that foundation type has been selected.
  2. Reads all numeric inputs and validates them to ensure they are sensible.
  3. Extracts the influence factor linked to the chosen foundation shape and rigidity.
  4. Calculates the immediate elastic settlement using an established formula for elastic settlement in a semi-infinite soil mass.

In conceptual terms, the formula for elastic settlement multiplies:

  • The applied pressure and footing size
  • A soil stiffness and Poisson’s ratio term
  • A shape and rigidity influence factor

This gives an estimate of how much the footing will move vertically under the given loading and soil conditions.

Because the tool runs instantly in the browser, you can use it to explore “what if” scenarios:
What if the soil is twice as stiff? What if the same load is placed on a wider foundation? What if we consider a flexible footing instead of a rigid one?

Intuitive and Clear Result Presentation

When the calculation is successful, the results container becomes visible. It displays:

  • A heading: Estimated Immediate Settlement
  • A numeric value labeled as Total Elastic Settlement (Se)
  • A note explaining that the units of settlement match the units used for B

For example, you might see:

  • Total elastic settlement: 0.0123
  • Units: same as width B (meters, feet, etc.)

Below that, the calculator displays a short technical note that explains:

  • The influence factor used for the calculation
  • The assumption that the soil behaves like a semi-infinite elastic half-space

This note gently reminds users that the tool follows standard elastic theory and that the result is an estimate based on idealized behavior.

Smart Error Handling for Better User Experience

If any of the inputs are incorrect or missing, the calculator does not pretend everything is fine. Instead:

  • The result heading changes to something like Input Error.
  • The settlement value is replaced with placeholders instead of a number.
  • A clear error message is shown, such as:
    • “Please select a Foundation Shape and Rigidity type.”
    • “Elastic Modulus, Pressure, and Width must be valid positive numbers.”
    • “Poisson’s Ratio must be between 0 and 0.5.”

This user-friendly behavior keeps people on the page, reduces confusion, and improves the clarity of the tool.

When the user changes any important input (such as the foundation type or numerical values), the calculator hides the old result. The user must press Calculate again to see a fresh result. This prevents misinterpretation or accidental reliance on outdated numbers.

Resetting Inputs and Trying New Scenarios

The Reset button is simple but very useful. It:

  • Clears all input fields
  • Resets the foundation type dropdown
  • Hides the results area

This makes it easy to run multiple scenarios in one session. For example:

  • Scenario 1: Medium dense sand with moderate stiffness
  • Scenario 2: Soft clay with lower modulus
  • Scenario 3: Larger footing under the same load

Engineers can quickly see how different parameters influence settlement, supporting faster and more intuitive decision-making.

When and How Engineers Should Use This Calculator

The Geotechnical Shallow Foundation Settlement Calculator is especially useful for:

  • Preliminary design: Quickly estimating immediate settlement before doing detailed analysis.
  • Sensitivity checks: How sensitive is settlement to soil stiffness or footing size?
  • Educational purposes: Teaching students about the effect of Es, Poisson’s ratio, and footing shape.
  • Back-of-the-envelope checks: Comparing the result to more advanced numerical models such as finite element analysis.

However, it is important to remember that:

  • This calculator estimates immediate elastic settlement only.
  • It does not include:
    • Primary consolidation settlement in clay
    • Secondary compression
    • Effects of layered soils or non-linear stiffness
  • It assumes soil behaves as a uniform, isotropic, elastic half-space.

For real projects, the calculator should be used as a first step, not the final word. Engineers should:

  • Verify soil properties from laboratory tests and site investigation data.
  • Compare predicted settlements with allowable limits in design codes.
  • Consider total settlement, differential settlement, and long-term effects.
  • Use more advanced methods when foundations are heavily loaded or the structure is very sensitive.