Which are the formulas included in each release?
The following table shows the formulas included in v4 and old v3:
| Formula | CPT Tool v3.0 3.00 library | CPT Tol v4 |
|---|---|---|
| Cumulative Sleeve Friction Resistance |
|  |
| Friction Angle 1 | | |
| Friction Angle 2 | | |
| Friction Angle 3 | | |
| Shear Wave Velocity 1 | | |
| Shear Wave Velocity 2 | | |
| Shear Wave Velocity 3 | | |
| Shear Wave Velocity 4 | | |
| Shear Wave Velocity Extrapolated | | |
| Dry Unit Weight 1 | | |
| Saturated Unit Weight 1 | | |
| Saturated Unit Weight 2 | | |
| Small Strain Shear Modulus 1 | | |
| Small Strain Shear Modulus 2 | | |
| Young's Modulus 1 | | |
| Young's Modulus 2 |  | |
| Constrained Modulus 1 | | |
| Constrained Modulus 2 | | |
| Preconsolidation Stress 1 | | |
| Preconsolidation Stress 2 | | |
| Preconsolidation Stress 3 | | |
| Preconsolidation Stress 4 | | |
| Preconsolidation Stress 5 | | |
| Preconsolidation Stress 6 | | |
| Overconsolidation Ratio 1 | | |
| Overconsolidation Ratio 2 | | |
| Overconsolidation Ratio 3 | | |
| Overconsolidation Ratio 4 | | |
| Overconsolidation Ratio 5 | | |
| Overconsolidation Ratio 6 | | |
| Undrained Shear Strength 1 | | |
| Undrained Shear Strength 1 Smoothed | | |
| Undrained Shear Strength Term 1 | | |
| Undrained Shear Strength 2 | | |
| Undrained Shear Strength Term 2 | | |
| Undrained Shear Strength 3 | | |
| Undrained Shear Strength Term 3 | | |
| Undrained Shear Strength 4 | | |
| Undrained Shear Strength Term 4 | | |
| Undrained Shear Strength 5 | | |
| Undrained Shear Strength Term 5 | | |
| Sensitivity 1 | | |
| Sensitivity 2 | | |
| Relative Density 1 | | |
| Relative Density 1 Smoothed | | |
| Relative Density Term 1 | | |
| Relative Density 2 | | |
| Relative Density Term 2 | | |
| Relative Density 3 | | |
| Relative Density Term 3 | | |
| Coefficient of Lateral Earth Pressure 1 | | |
| Coefficient of Lateral Earth Pressure 2 | | |
| Coefficient of Lateral Earth Pressure 3 | | |
| Effective Cohesion 1 | | |
| Rigidity Index 1 | | |
| Rigidity Index 2 | | |
| Moving Average qc | | |
| Moving Average qt | | |
| Stepped Average N60 1 | | |
| Stepped Average N60 2 | | |
| Stepped average qc | | |
| Stepped average qt | | |
| Strata average qc | | |
| Strata average qt | | |
| Soil Behaviour Type Index 1 | | |
| Soil Behaviour Type Index 2 | | |
| Soil Behaviour Type Index 3 | | |
| Soil Behaviour Type Index 4 | | |
| Soil Behaviour Type Zone 1 | | |
| Soil Behaviour Type Zone 2 | | |
| Soil Behaviour Type Zone 3 | | |
| Soil Behaviour Type Zone 4 | | |
| Soil Behaviour Type Description 1 | | |
| Soil Behaviour Type Description 2 | | |
| Soil Behaviour Type Description 3 | | |
| Soil Behaviour Type Description 4 | | |
| Soil Behaviour Type Index 1 Transition | | |
| SPT N60 1 | | |
| SPT N60 2 | | |
| Compression Index 1 | | |
| Coefficient of Volume Change | | |
| qc out of range at interval | | |
| Hydraulic Conductivity 1 Minimum | | |
| Hydraulic Conductivity 1 Maximum | | |
| Hydraulic Conductivity 2 Minimum | | |
| Hydraulic Conductivity 2 Maximum | | |
| Soil Behaviour Type Index 1 (Liquefaction) Iteration 1 | | |
| Stress Exponent n iteration 1 |
| |
| Soil Behaviour Type Index 1 (Liquefaction) Iteration 2 | | |
| Stress Exponent n iteration 2 | | |
| Soil Behaviour Type Index 1 (Liquefaction) Iteration 3 | | |
| Stress Exponent n iteration 3 | | |
| Soil Behaviour Type Index 1 (Liquefaction) Iteration 4 | | |
| Stress Exponent n iteration 4 | | |
| Soil Behaviour Type Index 1 (Liquefaction) | | |
| Stress Exponent n | | |
| Transitional Layer Thickness Calculator | | |
| Layer Thickness | | |
| Thin Layer Correction Factor | | |
| Coefficient of Lateral Earth Pressure 1 (Liquefaction) | | |
| State Parameter 1 | | |
| State Parameter 2 | | |
| State Parameter 3 | | |
| State Parameter 4 | | |
| State Parameter 5 | | |
| Fines Content 1 | | |
| Fines Content 2 | | |
| Fines Content 3 | | |
| Bulk Unit Weight (Earthquake) | | |
| In Situ Pore Pressure (Earthquake) | | |
| Total Stress (Earthquake) | | |
| Effective Stress (Earthquake) | | |
| Cyclic Stress Ratio 1 | | |
| Cyclic Stress Ratio 2 | | |
| Cyclic Stress Ratio 3 | | |
| Cyclic Stress Ratio 4 | | |
| Overburden Correction Factor CQ 1 | | |
| qc1N 1 | | |
| Overburden Correction Factor CN Iteration 1 | | |
| qc1N 2 Iteration 1 | | |
| Overburden Correction Factor CN Iteration 2 | | |
| qc1N 2 Iteration 2 | | |
| Overburden Correction Factor CN Iteration 3 | | |
| qc1N 2 Iteration 3 | | |
| Overburden Correction Factor CN | | |
| qc1N 2 | | |
| Overburden Correction Factor CQ 2 Iteration 1 | | |
| qc1 Iteration 1 | | |
| Overburden Correction Factor CQ 2 Iteration 2 | | |
| qc1 Iteration 2 | | |
| Overburden Correction Factor CQ 2 | | |
| qc1 | | |
| Overburden Correction Factor Cvs | | |
| Normalised Shear Wave Velocity Vs1 | | |
| qc1N_cs 1 | | |
| qc1N_cs 2 | | |
| qc1N_cs 3 | | |
| qc1N_cs 4 | | |
| qc1N_cs 5 | | |
| qc1 mod | | |
| Cyclic Resistance Ratio 1 | | |
| Cyclic Resistance Ratio 2 | | |
| Cyclic Resistance Ratio 3 | | |
| Cyclic Resistance Ratio 4 | | |
| Cyclic Resistance Ratio 5 | | |
| Cyclic Resistance Ratio 6 | | |
| Cyclic Resistance Ratio 7 | | |
| Factor of Safety 1 | | |
| Factor of Safety 2 | | |
| Factor of Safety 3 | | |
| Factor of Safety 4 | | |
| Factor of Safety 5 | | |
| Factor of Safety 6 | | |
| Factor of Safety 7 | | |
| Liquefaction Potential Index 1 | | |
| Liquefaction Potential Index 2 | | |
| Normalised residual Shear Strength 1 | | |
| Normalised residual Shear Strength 2 | | |
| Normalised residual Shear Strength 3 | | |
| Normalised residual Shear Strength 4 | | |
| Liq Relative Density 1 | | |
| Maximum Shear Strain 1 | | |
| Maximum Shear Strain 2 | | |
| Cumulative Thickness N60 1 Less Than 15 | | |
| Average Fines Content N60 1 Less Than 15 | | |
| Lateral Displacement Index | | |
| Lateral Displacement 1 | | |
| Lateral Displacement 2 | | |
| Lateral Displacement 3 | | |
| Lateral Displacement 4 | | |
| Post Liquefaction Volumetric Strain 1 | | |
| Post Liquefaction Volumetric Strain 2 | | |
| Post Liquefaction Volumetric Strain 3 | | |
| Post Liquefaction Reconsolidation Settlement 1 | | |
| Post Liquefaction Reconsolidation Settlement 2 | | |
| Post Liquefaction Reconsolidation Settlement 3 | | |
| Liquefaction Severity Number 1 | | |
| Liquefaction Severity Number 2 | | |
| Pile Soil Description 1 | | |
| Pile Unit End Bearing 1 | | |
| Pile Unit Side Friction 1 | | |
| Pile End Bearing Capacity 1 | | |
| Pile Side Friction Capacity 1 | | |
| Pile Ultimate Capacity 1 | | |
| Pile Allowable End Bearing Capacity 1 | | |
| Pile Allowable Side Friction Capacity 1 | | |
| Pile Allowable Capacity 1 | | |
| Bulk Unit Weight (Foundation) | | |
| In Situ Pore Pressure (Foundation) | | |
| Total Stress (Foundation) | | |
| Effective Stress (Foundation) | | |
| Young's Modulus Alpha (Foundation) | | |
| Young's Modulus (Foundation) | | |
| Shallow Square Foundation Settlement 1 | | |
| Shallow Strip Foundation Settlement 1 | | |
| Shallow Rectangular Foundation Settlement 1 | | |
| Undrained Shear Strength 1 LB | | |
| Undrained Shear Strength 1 BE | | |
| Undrained Shear Strength 1 UB | | |
| Relative Density LB | | |
| Relative Density BE | | |
| Relative Density UB | | |
| Friction Angle LB | | |
| Friction Angle BE | | |
| Friction Angle UB | | |
| Small Strain Shear Modulus LB | | |
| Small Strain Shear Modulus BE | | |
| Small Strain Shear Modulus UB | | |
| Sensitivity LB | | |
| Sensitivity BE | | |
| Sensitivity UB | | |
| Magnetic Flux Total | | |
| Magnetic Flux Gradient | | |
| Design Line 1 | | |
| Design Line 2 | | |
| Specification Layer 1 | | |
| Specification Layer 2 | | |
| Hydraulic Conductivity 4 | | |
| Hydraulic Conductivity 3 Minimum | | |
| Hydraulic Conductivity 3 Maximum | | |
| Primary Wave Velocity Extrapolated | | |