Units & Reference
Geotechnical Unit Converter
Convert geotechnical units: pressure (kPa, psf, tsf), unit weight (kN/m³, pcf), hydraulic conductivity, cv, force, moment, subgrade modulus, flow and slope.
Geotechnical Unit Converter
Convert geotechnical units: pressure (kPa, psf, tsf), unit weight (kN/m³, pcf), hydraulic conductivity, cv, force, moment, subgrade modulus, flow and slope.
Inputs
1. Quantity
2. Value to Convert
Water heads use the conventional density of 1000 kg/m³ and standard gravity. tsf is the US short ton (2000 lbf) per ft²; t/m² is the metric tonne-force per m².
Results
Pick a quantity and enter a value above, or click a Demo preset, to see it in every unit.
Common Geotechnical Conversions
- Pressure
- 1 tsf = 95.76 kPa ≈ 1 kgf/cm² ≈ 1 bar
- Pressure
- 1 ksf = 47.88 kPa; 1 psf = 0.04788 kPa
- Pressure
- 1 psi = 6.895 kPa; 100 kPa = 2.089 ksf = 14.50 psi
- Unit weight
- 1 kN/m³ = 6.366 pcf; 100 pcf = 15.71 kN/m³
- Unit weight
- Water: 9.81 kN/m³ = 62.4 pcf
- Density
- 1 Mg/m³ = 1 g/cm³ = 62.43 lb/ft³ → γ = 9.81 kN/m³
- Conductivity
- 1 cm/s = 10⁻² m/s = 864 m/day = 2835 ft/day
- Conductivity
- 1 m/s ≈ 1.04 × 10⁵ darcy (water, 20 °C)
- Consolidation
- 1 m²/yr = 3.169 × 10⁻⁸ m²/s = 10.76 ft²/yr
- Line load
- 1 kip/ft = 14.59 kN/m; 1 kN/m = 68.52 lbf/ft
- Moment
- 1 kip·ft = 1.356 kN·m; 1 kip·ft/ft = 4.448 kN·m/m
- Subgrade modulus
- 1 pci = 271.4 kN/m³; 1 MN/m³ = 3.684 pci
- Section modulus
- 1 in³/ft = 53.76 cm³/m
- Acceleration
- 1 g = 9.807 m/s² = 980.7 Gal = 32.17 ft/s²
Theory and formulae
Definitions Used
About this calculator
This free unit converter calculator runs entirely in your browser: what you enter is never uploaded. Use the calculation steps and the theory section to check the working, and print a calculation sheet with the inputs, results and formulae for your records.
Methods and references: NIST SP 811, ASTM SI 10.
Topics: unit converter, kpa to psf, kpa to tsf, ksf, kn/m3 to pcf, hydraulic conductivity, permeability units, darcy, coefficient of consolidation, subgrade modulus, pci, slope percent, imperial to metric.
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Engineering notice: Results are for preliminary estimation, screening and education. All inputs and outputs must be independently verified by a qualified professional engineer before use in any design or construction decision. Read the full disclaimer
Disclaimer
This calculation sheet was generated with Geotechnical Toolbox for preliminary estimation, screening, educational and verification purposes only. Geotechnical engineering involves site-specific ground conditions and uncertainty. All inputs, methods, results and figures must be independently checked and approved by a qualified Professional Engineer (P.Eng. / PE) before being relied on for design, construction or any safety-critical decision. Results reflect the values entered at the time of printing. The author and site accept no liability for errors, omissions or damages arising from their use.
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