Geotechnical · c, φ, γ, E

Soil Strength Parameters from SPT & CPT

Two free browser tools that estimate depth-wise cohesion (c), internal friction angle (φ), unit weight (γ) and elastic modulus (E) from in-situ test profiles. Choose the tool that matches your data — SPT for onshore borehole data, CPT for cone penetration data.

SPT · Onshore

SPT Soil Strength Parameters →

From an SPT N-value profile. Energy-based inversion gives friction angle (sands) or cohesion (clays); you provide the soil type per layer.

Open SPT calculator →
CPT · Offshore

CPT Soil Strength Parameters →

From a CPT (qc, fs, u2) profile. Cohesion and friction angle are solved together, with automatic soil behaviour type classification.

Open CPT calculator →

Which tool should I use?

Use the SPT calculator when you have Standard Penetration Test data (depth and N-value), typical of onshore site investigations. Because an N-value alone cannot identify soil type, you supply clay or sand for each layer, usually read from the borehole log.

Use the CPT calculator when you have Cone Penetration Test data (cone resistance, sleeve friction and pore pressure), common offshore. The CPT measures several quantities at once, so both strength parameters are solved together and the soil behaviour type is classified automatically.

The parameters

Both tools return the four parameters most often needed for foundation and earth-structure design: cohesion (c, kPa), internal friction angle (φ, °), unit weight (γ, kN/m³) and elastic modulus (E, kPa), reported per layer and as a depth profile. The results are reference estimates that support the engineer's judgment; final responsibility rests with the engineer.

Methods

The SPT tool uses an energy-based inversion consistent with the SPT penetration resistance. The CPT tool follows the analytical bearing-capacity approach of Motaghedi and Eslami (2013), solving cohesion and friction angle simultaneously, and classifies soil behaviour type with Robertson's (2010) index. See each tool's page for details.