Inputs
Example data table
| Soil | Shape | Size (m) | Service load (kN) | FS | Key soil input | Computed embedment (m) |
|---|---|---|---|---|---|---|
| Clay | Circular | 0.60 | 1200 | 2.5 | cu=50 kPa, alpha=0.50, Nc=9 | ~ 24.2 |
| Sand | Square | 0.55 | 900 | 2.5 | gamma'=10 kN/m3, beta=0.25, Nq=35 | ~ 12.6 |
Formula used
Goal: find embedment depth D such that Qult(D) >= service x FS.
Clay (alpha-method + Nc)
fs = alpha x cu
Qs = P x D x fs
qb = Nc x cu
Qb = A x qb
Qult = Qs + Qb
D = max(min_embed, (service x FS - Qb)/(P x fs))
Qs = P x D x fs
qb = Nc x cu
Qb = A x qb
Qult = Qs + Qb
D = max(min_embed, (service x FS - Qb)/(P x fs))
cu in kPa (kN/m2). P is perimeter; A is tip area.
Sand (beta-method + Nq) - simplified stress profile
sigma'v,tip = gamma' x D
sigma'avg ~ gamma' x D/2
fs = beta x sigma'avg
Qs = P x D x fs = (P x beta x gamma'/2) x D^2
qb = Nq x sigma'v,tip = Nq x gamma' x D
Qb = A x qb = (A x Nq x gamma') x D
Qult = a x D^2 + b x D
D = max(min_embed, (-b + sqrt(b^2 + 4a x service x FS))/(2a))
sigma'avg ~ gamma' x D/2
fs = beta x sigma'avg
Qs = P x D x fs = (P x beta x gamma'/2) x D^2
qb = Nq x sigma'v,tip = Nq x gamma' x D
Qb = A x qb = (A x Nq x gamma') x D
Qult = a x D^2 + b x D
D = max(min_embed, (-b + sqrt(b^2 + 4a x service x FS))/(2a))
First-pass sizing only. Use report-based method for final design.
How to use this calculator
- Select the soil model that governs along the pile length.
- Choose installation type to auto-fill starting alpha/beta values.
- Enter pile size and the required service axial load.
- Provide FS and a minimum embedment constraint if needed.
- Enter soil parameters from the geotechnical report.
- Click Calculate to get embedment, capacity split, and checks.
- Export the result to CSV or PDF for documentation.