🪨 Geotechnical Engineering Calculator
Comprehensive calculations for foundation design, bearing capacity, settlement analysis, and earth pressure.
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Bearing Capacity
Settlement
Lateral Earth Pressure
Pile Capacity
Retaining Wall
Bearing Capacity Calculator
Terzaghi's Ultimate Bearing Capacity:
qu = c·Nc·sc·dc·ic + γ·D·Nq·sq·dq·iq + 0.5·γ·B·Nγ·sγ·dγ·iγ
Soil
Footing
B
L
D
Required: B, L, D, c, φ, γ
Footing Dimensions
Cohesion c (psf)
Friction Angle φ (degrees)
Unit Weight γ (pcf)
Foundation Width B (ft)
Foundation Length L (ft)
Depth to Foundation D (ft)
Factor of Safety
Calculate Bearing Capacity
Settlement Calculator
Immediate + Consolidation Settlement:
Immediate: Se = (q·B·I) / (E·Cs)
Consolidation: Sc = (Cc·H)/(1+e0)·log10(σ'f/σ'i)
Dense Layer
Compressible Layer
Foundation
q (psf)
B
H
Required: q, B, E, Cc, e0, H
Foundation & Soil Layers
Immediate Settlement
Applied Load q (psf)
Foundation Width B (ft)
Elastic Modulus E (ksf)
Consolidation Settlement
Compression Index Cc
Initial Void Ratio e0
Compressible Layer H (ft)
Calculate Settlement
Lateral Earth Pressure Calculator
Active Earth Pressure:
Ka = tan²(45° - φ/2)
Passive Earth Pressure:
Kp = tan²(45° + φ/2)
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Backfill
H
q
Required: H, φ, γ, q
Pressure Distribution
Friction Angle φ (degrees)
Unit Weight γ (pcf)
Wall Height H (ft)
Pressure Type
Active Earth Pressure
Passive Earth Pressure
At-Rest Earth Pressure
Surface Surcharge q (psf)
Factor of Safety
Calculate Earth Pressure
Pile Capacity Calculator
Ultimate Pile Capacity:
Qu = Qs + Qp = Σ(α·Su·As) + (Ap·Nq·σ'v + Ap·Nc·Su)
Soil
D
L
Required: D, L, Su, σ'v
Load
Pile Dimensions
Pile Properties
Pile Diameter (in)
Pile Length (ft)
Pile Type
Concrete
Steel
Timber
Soil Properties
Undrained Shear Strength Su (psf)
Effective Stress σ'v (psf)
Skin Friction Factor α
Calculate Pile Capacity
Retaining Wall Calculator
Check sliding, overturning, and bearing capacity
Factor of Safety for Sliding: FSsliding = (ΣResisting Forces) / (ΣDriving Forces) > 1.5
Backfill
H
B
t
Required: H, B, t, φ, γ, q
Retaining Wall Geometry
Wall Geometry
Stem Height H (ft)
Base Width B (ft)
Stem Thickness t (ft)
Soil Properties & Loads
Friction Angle φ (degrees)
Backfill Unit Weight γ (pcf)
Surcharge q (psf)
Calculate Wall Stability
Results
Select a calculation type and enter the required parameters.
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