Embankment Stability Calculator (Bishop Circular)

Analyse road and dam embankment stability using Bishop simplified circular failure method for fill slopes and foundation soil with pore pressure ratio ru.

2D stress state at a point. All stresses in MPa.

σx — Normal Stress X (MPa)
σy — Normal Stress Y (MPa)
τxy — Shear Stress (MPa)
⚙ Mechanical Note: Results are based on standard textbook formulas and ISO/AASHTO references. Always verify critical designs with applicable codes (ISO 898, AASHTO 1993, AISC, Eurocode 3) and a qualified engineer.
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How It Works

Analyse road and dam embankment stability using Bishop simplified circular failure method for fill slopes and foundation soil with pore pressure ratio ru

Each component has a specific meaning:

  • Bishop simplified circular failure method — The bishop simplified circular failure method recorded for the patient or scenario being assessed.

Note: Interpret the embankment stability result against the clinical thresholds and context described above.

How to Use

Enter the Bishop simplified circular failure method for the patient or scenario you are assessing. Analyse road and dam embankment stability using Bishop simplified circular failure method for fill slopes and foundation soil with pore pressure ratio ru. Use the embankment stability result to inform your clinical assessment.

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Frequently Asked Questions