Please use this identifier to cite or link to this item: https://bura.brunel.ac.uk/handle/2438/33772
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dc.contributor.authorAlisawi, Alaa T-
dc.contributor.authorCollins, Philip EF-
dc.contributor.authorAlrubaye, Ruqayah F-
dc.date.accessioned2026-08-27T07:30:18Z-
dc.date.available2026-08-27T07:30:18Z-
dc.date.issued2026-07-08-
dc.identifier.citationAlisawi, A.T., Collins, P.E.F. and Alrubaye, R.F. (2026) 'Groundwater-Corrected Constitutive Parameterisation and Finite Element Material Library Development from Regional Borehole Data for Shallow Clayey Soils', Geotechnics, 6(3), 64, pp. 1-32. doi: 10.3390/geotechnics6030064.en_US
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/33772-
dc.descriptionData Availability Statement: No new data were created or analyzed in this study. Data sharing is not applicable to this article.en_US
dc.description.abstractRegional geotechnical archives contain valuable information for numerical modelling, but they are rarely organised in a form that supports traceable derivation of constitutive input parameters for advanced geotechnical analysis. This study develops a groundwater-corrected workflow for transforming regional borehole and consolidation records into finite element-ready constitutive parameter sets for shallow clayey soils, using Al Qadisiyah Governorate, Iraq, as a case study. The workflow combines data cleaning; treatment of limited missing data; derivation of λ, κ, e0; preconsolidation pressure, initial effective vertical stress; overconsolidation ratio; and correction of effective stress using observed groundwater conditions. The derived parameter set captures the compressibility, initial state, and stress history variables commonly required for Modified Cam-Clay-based finite element modelling, providing a practical workflow for parameter derivation from routine regional borehole and consolidation data. The results reveal clear vertical and lateral variability in compressibility, density state, and stress history, indicating that the investigated deposits cannot be represented adequately by a single regional parameter set. Groundwater correction was essential for realistic estimation of effective stress and OCR, particularly given the shallow groundwater table throughout the study area. The processed constitutive input dataset was translated into representative finite element material libraries in both overall and depth-specific forms, while GIS-based maps were developed to support spatial interpretation and location-informed parameter selection. The main contribution is the integrated and traceable conversion of regional borehole records into groundwater-corrected constitutive parameters and practical FE material libraries, rather than the separate application of existing empirical or mapping tools. This study demonstrates that routine borehole archives can be transformed into traceable constitutive resources for finite element modelling of shallow clay deposits, supporting preliminary material assignment, depth depth-specific interpretation, and location-informed parameter selection.en_US
dc.description.sponsorshipThis research received no external funding.en_US
dc.format.extentpp. 1-32-
dc.format.mediumElectronic-
dc.languageEnglish-
dc.language.isoen_USen_US
dc.publisherMDPIen_US
dc.rightsRe-use licence for this version: CC BY-
dc.rightsLicence for published version: CC BY-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectconstitutive parameterisationen_US
dc.subjectmodified cam-clay-based modellingen_US
dc.subjectfinite element modellingen_US
dc.subjectoverconsolidation ratioen_US
dc.subjectpreconsolidation pressureen_US
dc.subjectgroundwater correctionen_US
dc.subjectborehole databaseen_US
dc.subjectGIS mappingen_US
dc.titleGroundwater-Corrected Constitutive Parameterisation and Finite Element Material Library Development from Regional Borehole Data for Shallow Clayey Soilsen_US
dc.typeArticleen_US
dc.date.dateAccepted2026-06-30-
dc.identifier.doihttps://doi.org/10.3390/geotechnics6030064-
dc.relation.isPartOfGeotechnics-
pubs.issue3-
pubs.publication-statusPublished online-
pubs.volume6-
dc.identifier.eissn2673-7094-
dc.rights.licensehttps://creativecommons.org/licenses/by/4.0/legalcode.en-
dcterms.dateAccepted2026-06-30-
dcterms.issued2026-07-08-
dc.date.updated2026-08-27T07:26:06Z-
dc.rights.holderThe authors-
dc.contributor.orcidAlisawi, Alaa T [0000-0002-0199-0785]-
dc.contributor.orcidCollins, Philip [0000-0002-4886-9894]-
dc.identifier.number64-
Appears in Collections:Department of Civil and Environmental Engineering Research Papers

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