4. References¶
The published sources behind the methods, and the standards and data formats the program relies on. Each method in the methods chapter names the reference it implements; this list gathers them in one place.
4.1. CPT correlations¶
Robertson, P. K. (2009). Interpretation of cone penetration tests - A unified approach. Canadian Geotechnical Journal, 46(11), 1337–1355. The normalised cone parameters, the soil-behaviour-type index, and the iterative stress exponent.
Robertson, P. K., & Cabal, K. L. (2015). Guide to Cone Penetration Testing for Geotechnical Engineering. The CPT unit-weight correlation, the soil-behaviour-type chart and zones, the non-normalised index, and the relative-density correlation as tabulated for practice.
Jamiolkowski, M., lo Presti, D. C. F., & Manassero, M. (2003). Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT, 201–238. The relative-density correlation for clean sands and its compressibility factor.
Lengkeek, A. W., & Brinkgreve, R. B. J. (2022). Automated CPT-based peat identification. The organic and peat boundary extension to the soil-behaviour-type chart.
Lunne, T., Robertson, P. K., & Powell, J. J. M. (1997). Cone Penetration Testing in Geotechnical Practice. The standard practitioner text on CPT interpretation, the background to the correlations above.
4.2. Soil mechanics¶
Terzaghi, K., Peck, R. B., & Mesri, G. (1996). Soil Mechanics in Engineering Practice (3rd edition). The effective-stress principle behind the vertical-stress profile.
Verruijt, A. (2001). Soil Mechanics. A modern treatment of the same effective-stress principle.
4.3. Soil identification and classification¶
The lithological descriptions follow the soil-identification standard.
NBN (Belgisch normalisatie bureau). (2018). Geotechnical investigation and testing - Identification and classification of soil - Part 1: Identification and description (ISO 14688-1:2018).
NBN (Belgisch normalisatie bureau). (2018). Geotechnical investigation and testing - Identification and classification of soil - Part 2: Principles for a classification (ISO 14688-2:2018).
4.4. Field and sampling standards¶
NBN (Belgisch normalisatie bureau). (2023). Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test, NBN EN ISO 22476-1:2023. The CPT itself.
NBN (Belgisch normalisatie bureau). (2021). Geotechnical investigation and testing - Sampling methods and groundwater measurements - Part 1: Technical principles for the sampling of soil, rock and groundwater (ISO 22475-1:2021). The borehole sampling.
4.5. The NAD classification table¶
NBN (Belgisch normalisatie bureau). (2022). Eurocode 7 : Geotechnisch ontwerp - Deel 1 : Algemene regels - Nationale bijlage (NBN EN 1997-1 ANB), the Belgian national annex to Eurocode 7, Tabel 2.1. The NAD packing-class table (classes 1 to 31, and the characteristic soil parameters per class). The Dutch annex NEN 9997-1 carries an analogous table; it is not the source used here.
4.6. Belgian stratigraphy¶
The formation names follow the Belgian stratigraphic nomenclature maintained by the National Commission for Stratigraphy Belgium (NCS) (https://ncs.naturalsciences.be).
4.7. Eurocode 7, second generation¶
NBN (Belgisch normalisatie bureau). (2024). Eurocode 7 - Geotechnical design - Part 1: General rules.
NBN (Belgisch normalisatie bureau). (2024). Eurocode 7 - Geotechnical design - Part 2: Ground properties.
StrixGeo does not target EC7 design conformance and performs no EC7 design calculation. These are listed because the NAD packing-class table is the Belgian national annex to Eurocode 7, and because the second generation asks for a ground model to be built and maintained per project.
4.8. Data sources and formats¶
GEF, the Geotechnical Exchange Format, the Dutch text format for CPT data that StrixGeo’s GEF importer reads (quantities, measurement variables, coordinate-system codes).
DOV, Databank Ondergrond Vlaanderen (https://www.dov.vlaanderen.be), the public Flemish subsurface database, read for CPT and borehole downloads over a bounding box, with the DOV code lists translated at the presentation boundary.