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Elastic Settlement of Shallow Footing (Schmertmann Strain Influence) Calculator

Easily calculate and compute elastic settlement of shallow footing (schmertmann strain influence) calculator with accurate equations, live formulas, and expert guidance.

Foundation width.

Net contact pressure transmitted to soil.

Depth below ground level.

Overburden soil unit weight.

Operational soil Young's modulus within 2B depth.

Time for secondary creep settlement calculation.

Calculated Result
16.3 mm

Elastic Settlement

Elastic Settlement

16.3 mm

Estimated Total Settlement Mm

16.3

Embedment Correction Factor C1

0.933

Creep Correction Factor C2

1.34

Peak Strain Influence Factor Izp

0.681

16.3 — mm

Calculation Breakdown

  1. Applied FormulaCalculates immediate elastic and secondary creep settlements in cohesionless sandy and gravelly soils beneath shallow footings using Schmertmann’s strain influence diagram.C_1 = 1 - 0.5\frac{\sigma'_{v0}}{\Delta q}, \quad C_2 = 1 + 0.2\log_{10}\left(\frac{t}{0.1}\right)

Schmertmann Elastic Settlement Metric Output

Interactive visualization based on your current inputs

Calculated Value
0.04.18.21216Elastic Settlement

What Is the Elastic Settlement of Shallow Footing (Schmertmann Strain Influence) Calculator?

This tool computes elastic settlement of shallow footing (schmertmann strain influence) calculator with high precision arithmetic.

How Does the Elastic Settlement of Shallow Footing (Schmertmann Strain Influence) Calculator Work?

Calculates immediate elastic and secondary creep settlements in cohesionless sandy and gravelly soils beneath shallow footings using Schmertmann’s strain influence diagram.

Elastic Settlement of Shallow Footing (Schmertmann Strain Influence) Calculator Formula & Variables

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

C1=1−0.5σv0′Δq,C2=1+0.2log⁡10(t0.1)C_1 = 1 - 0.5\frac{\sigma'_{v0}}{\Delta q}, \quad C_2 = 1 + 0.2\log_{10}\left(\frac{t}{0.1}\right)

Calculates immediate elastic and secondary creep settlements in cohesionless sandy and gravelly soils beneath shallow footings using Schmertmann’s strain influence diagram.

How to Use the Elastic Settlement of Shallow Footing (Schmertmann Strain Influence) Calculator

  1. Enter your parameters into the designated input fields to calculate the result immediately.

Step-by-Step Example Calculation

Elastic Settlement of Shallow Footing (Schmertmann Strain Influence) Calculator Example

Input Values:

footingWidthMeters:3
netAppliedContactPressureKpa:160
footingEmbedmentDepthM:1.2
soilUnitWeightKnPerM3:18
representativeYoungsModulusEsMpa:25
timeAfterConstructionYears:5
Worked Steps: Sample evaluation based on standard reference conditions.

Understanding Your Result

The calculated primary figure indicates the optimal or required mm.

Factors That Affect the Result

  • Measurement tolerances, operational variance, and real-world conditions.

When Should You Use This Calculator?

  • Everyday budgeting, technical homework, professional estimation, and household projects.

Assumptions & Limitations

  • Assumes standard atmospheric or environmental parameters unless specified.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Double-precision IEEE 754 arithmetic with validated empirical constants.

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