What Is the Terzaghi 1D Consolidation Settlement Calculator?
Consolidation settlement is the time-dependent vertical compression of saturated cohesive soil under sustained static loading.
Unlike immediate elastic settlement, consolidation can take years or decades to reach completion.
How Does the Terzaghi 1D Consolidation Settlement Calculator Work?
Calculates stress ratio (sigma_0' + Delta_sigma') / sigma_0'.
Applies the logarithmic compression formula to determine primary settlement in millimeters.
Computes void ratio reduction and vertical strain percentage.
Terzaghi 1D Consolidation Settlement Calculator Formula & Variables
The core mathematical equation utilized by this calculator is expressed as:
Terzaghi one-dimensional consolidation settlement equation for normally consolidated clay.
How to Use the Terzaghi 1D Consolidation Settlement Calculator
- Enter clay layer thickness H in meters.
- Input initial void ratio e0 and compression index Cc from laboratory oedometer tests.
- Enter in-situ overburden effective stress and foundation stress increment in kPa.
Step-by-Step Example Calculation
Multistory Building Mat Foundation on Marine Clay
Input Values:
Understanding Your Result
Total settlement indicates cumulative downward displacement of the foundation.
Differential settlement between building columns is the primary cause of architectural cracking and structural damage.
Factors That Affect the Result
- Overconsolidation Ratio (OCR): Preconsolidated clays experience much smaller recompression settlement governed by recompression index Cr.
- Drainage boundary conditions: Single drainage (impermeable rock on bottom) takes 4 times longer to consolidate than double drainage (sand top and bottom).
When Should You Use This Calculator?
- Foundation engineering for buildings, bridge abutments, embankments, and earth dams.
- Predicting post-construction settlement of reclaimed land and airport runways.
Assumptions & Limitations
- Assumes 1D vertical strain and 1D upward/downward pore water flow.
- Applies to normally consolidated clay (OCR = 1.0).
Frequently Asked Questions
Calculation Accuracy & Reference Note
Foundational equation of modern soil mechanics established by Karl von Terzaghi (1925).