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Strip Footing Elastic Settlement Calculator

Continuous strip footings supporting foundation stem walls undergo immediate elastic compression when subjected to superstructure loads.

Net foundation pressure applied to soil after subtracting overburden excavation weight.

Base width of the continuous strip foundation.

Young modulus of the supporting soil stratum (typically 10,000 to 50,000 kPa for sands/clays).

Poisson ratio of the foundation soil (typically 0.25 to 0.35).

Depth of foundation base below finished ground grade.

Structural stiffness condition of the reinforced concrete strip.

Calculated Result
11.6 mm

Immediate Elastic Settlement

Immediate Settlement (S_e)

11.6 mm (0.46 in)

Settlement Compliance

COMPLIANT (≤ 25 mm / 1" standard criteria)

Influence Factor (I_s)

1.7

Depth Correction (C_d)

0.833

Applied Net Pressure (q)

150 kPa

Calculation Breakdown

  1. Embedment Depth Correction (Fox Factor)C_d = 1 - 0.25 × (1 / 1.5) = 0.833
  2. Schmertmann / Elastic Settlement EquationS_e = [150 kPa × 1.5 m × (1 - 0.3²) / 25000 kPa] × 1.7 × 0.833 = 11.6 mm

Settlement Compliance Comparison (mm)

Interactive visualization based on your current inputs

Deflection
0.06.3131925Calculated SettlementAllowable LimitMetricDeflection (mm)

What Is the Strip Footing Elastic Settlement Calculator?

The Strip Footing Elastic Settlement Calculator evaluates immediate foundation deflections under wall and column loads.

How Does the Strip Footing Elastic Settlement Calculator Work?

It combines Boussinesq stress distribution, Hooke elastic constitutive relations, and foundation shape influence factors.

Strip Footing Elastic Settlement Calculator Formula & Variables

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

S_e = q \cdot B \left( \frac{1 - \nu^2}{E_s} \right) I_s \cdot C_d

Elastic half-space continuous strip settlement formulation with Fox depth reduction factor.

How to Use the Strip Footing Elastic Settlement Calculator

  1. Enter net bearing pressure and footing width.
  2. Specify soil elasticity modulus (Es) and Poisson ratio.
  3. Input foundation embedment depth below grade.

Step-by-Step Example Calculation

1.5-Meter Continuous Basement Wall Strip Footing

Input Values:

netBearingPressureKPa:150
footingWidthB_M:1.5
soilElasticModulusEsKPa:25000
soilPoissonsRatio:0.3
embedmentDepthDfM:1
rigidityType:rigid
Worked Steps: Results in 11.6 mm (0.46 in) immediate settlement, well within the 25 mm building code limit.

Understanding Your Result

Immediate Settlement (Se): Total downward vertical deflection upon loading.

Settlement Compliance: Comparison against the standard 25 mm (1.0 in) structural limit.

Factors That Affect the Result

  • Soil elastic modulus Es has an inverse linear relationship with settlement: doubling soil stiffness halves settlement.

When Should You Use This Calculator?

  • Residential basement wall footings, bridge retaining wall abutments, commercial strip foundations, and masonry wall design.

Assumptions & Limitations

  • Assumes semi-infinite homogeneous elastic half-space and continuous strip geometry (L/B ≥ 10).

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard geotechnical foundation engineering method per Bowles and Schmertmann.

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