Site investigation · In-situ testing

CPT interpretation (Robertson SBTn) calculator

Normalised cone resistance and friction ratio, Ic, soil behaviour type plotted on the Robertson chart and as a profile.

Standard: Robertson (2009) Qtn–Fr chart · Ic

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Inputs in the worked example

The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.

InputValueUnit
Depth (m), qc (MPa), fs (kPa), u2 (kPa)1, 3.5, 25, 0 2, 1.2, 35, 20 3, 0.6, 22, 60 4, 0.7, 25, 80 5, 4.0, 30, 40 6, 9.0, 55, 45 7, 12.0, 70, 50 8, 2.0, 60, 150 9, 1.6, 48, 180 10, 15.0, 90, 70
Net area ratio a0.8
Cone factor Nkt14
γ above water table18kN/m³
γsat below water table19.5kN/m³
Water table depth1.5m

Worked example — results

ResultValueUnit
z = 1 m: Qtn, Fr, Ic58, 0.72 %, 2.01zone 6: Sands: clean to silty sand
z = 2 m: Qtn, Fr, Ic20, 3.00 %, 2.76zone 4: Silt mixtures: clayey silt to silty clay · su ≈ 83 kPa
z = 3 m: Qtn, Fr, Ic9, 3.96 %, 3.09zone 3: Clays: silty clay to clay · su ≈ 40 kPa
z = 4 m: Qtn, Fr, Ic11, 3.90 %, 3.04zone 3: Clays: silty clay to clay · su ≈ 46 kPa
z = 5 m: Qtn, Fr, Ic54, 0.77 %, 2.06zone 5: Sand mixtures: silty sand to sandy silt
z = 6 m: Qtn, Fr, Ic107, 0.62 %, 1.76zone 6: Sands: clean to silty sand
z = 7 m: Qtn, Fr, Ic132, 0.59 %, 1.67zone 6: Sands: clean to silty sand
z = 8 m: Qtn, Fr, Ic21, 3.20 %, 2.76zone 4: Silt mixtures: clayey silt to silty clay · su ≈ 134 kPa
z = 9 m: Qtn, Fr, Ic15, 3.28 %, 2.88zone 4: Silt mixtures: clayey silt to silty clay · su ≈ 104 kPa
z = 10 m: Qtn, Fr, Ic140, 0.61 %, 1.66zone 6: Sands: clean to silty sand
0.11101101001e3Fr (%)Qtn240246810Icdepth (m)
Diagram for the worked example

Method, formulas and assumptions

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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.