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Soil Classification

CPT Stratigraphy
Tab

Generate soil layers from CPT data with automatic Ic classification.

01

Tab Overview

The CPT Stratigraphy tab turns CPT data into soil layers using Ic-based classification, then lets you edit, regenerate, and export the result.

  • Tabular view of layers with depths, ISO class, and averaged parameters.
  • Color-coded soil columns with depth scale on the left.
  • Curves include depth boundaries that match the layer table.
Tab Overview
02

Layer Columns

Each layer row carries both editable fields and automatically calculated values.

Editable Columns

ColumnDescription
Hatch pattern used on the log (editable).
Layer top depth (editable).
Layer bottom depth (editable).
ISO 14688 soil classification (editable).
Layer name (editable).

Calculated Columns

ColumnUnitDescription
Average cone resistance for the layer.
Average sleeve friction.
Average friction ratio.
Average soil behaviour index.
Average SPT N60 equivalent.
Average undrained shear strength.
Average constrained modulus.
Info

Averaged Parameters

Averaged parameters reflect data inside each layer's depth range only.
03

Editing Layers

Edit layers directly in the table to refine the automatic result.

Adjust from/to depths to merge or split layers.

Editing Layers

Override the ISO class when the automatic value disagrees with the field log.

Editing Layers

Change the hatch pattern shown on the log.

Editing Layers

Rename a layer to reflect site-specific terminology.

Editing Layers
  • Click a cell to edit the value inline.
  • Save by leaving the cell or pressing Enter.
  • Edits are recorded immediately to the project.
04

Visualization

The tab provides two visualizations alongside the layer table.

CPT Log

CPT Log — geological log view with depth-indexed soil columns.

Visualization

CPT Graph

CPT Graph — qc/fs/Ic curves aligned to layer boundaries.

Visualization

Choose which averaged parameter to display in the table.

Visualization

Available Parameters

  • qc — average cone resistance.
  • fs — average sleeve friction.
  • Rf — average friction ratio.
  • u2 — average pore pressure at shoulder.
  • qt — average corrected cone resistance.
  • Ic — average soil behaviour index.
  • Qt — average normalized cone resistance.
  • Fr — average normalized friction ratio.
  • Bq — average pore pressure ratio.
  • N60 — average SPT equivalent.
  • Su — average undrained shear strength.
  • E — average Young's modulus.
  • M — average constrained modulus.
05

Regenerating Stratigraphy

Regenerating replaces all current layers with a fresh result from the algorithm.

Click Regenerate to rebuild stratigraphy from the CPT data.

Regenerating Stratigraphy

Set a minimum layer thickness to merge thin transitions.

Regenerating Stratigraphy

Click Generate to build initial stratigraphy when the table is empty.

Regenerating Stratigraphy

Review every generated layer before exporting.

Regenerating Stratigraphy
Tip

Practical Example

A 0.5 m threshold filters out 10–20 cm noise spikes while preserving real layers.
Warning

Regenerate Warning

Manual edits will be lost when you regenerate. Export first if you want to keep them.
06

Exporting Stratigraphy

Stratigraphy can be exported with the rest of the CPT object.

Click Export to generate a PDF or CSV with the current stratigraphy.

Exporting Stratigraphy

Export Contents

  • PDF log with stratigraphy table.
  • CSV export of the layer table.
  • Stratigraphy is included in the full CPT export.
  • Hatch patterns and ISO codes are preserved.
  • Manual edits appear in every export.
Tip

Practical Example

Use the Export tab to produce a PDF log including the stratigraphy table.
07

ISO Classification Reference

Borebase uses the ISO 14688 classification family for soil layers. The most relevant codes:

ColumnISO ClassDescription
Sensitive fine-grained / organic soils
Organic soils
Clay
Silt mixtures
Sand mixtures
Sand
Info

ISO Classification

ISO 14688 codes are inferred from Ic ranges and can be overridden manually.
08

Best Practices

Generation

  • Always inspect the CPT trace alongside the generated layers.
  • Adjust minimum thickness to suppress noise without losing real layers.
  • Compare automatic ISO codes with the field log and override when needed.
  • Rename generic layers to project-specific terminology before exporting.

Editing

  • Merge thin transition layers if they are not load-bearing.
  • Use hatch patterns that match your office standard.
  • Re-export after every set of edits to keep deliverables in sync.
  • Save a snapshot before regenerating if manual edits are extensive.

Reporting

  • Cross-check averaged Ic against the dominant soil type.
  • Document any manual overrides in the project notes.
  • Use the CPT Log view to communicate stratigraphy with non-technical readers.
  • Validate stratigraphy against nearby boreholes whenever possible.

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