Estimating rock strength parameters across varied failure criteria: Application of spreadsheet and R-based orthogonal regression to triaxial test data
Resumen: Triaxial tests, a staple in rock engineering, are labor-intensive, sample-demanding, and costly, making their optimization highly advantageous. These tests are essential for characterizing rock strength, and by adopting a failure criterion, they allow for the derivation of criterion parameters through regression, facilitating their integration into modeling programs. In this study, we introduce the application of an underutilized statistical techniquedorthogonal regressiond well-suited for analyzing triaxial test data. Additionally, we present an innovation in this technique by minimizing the Euclidean distance while incorporating orthogonality between vectors as a constraint, for the case of orthogonal linear regression. Also, we consider the Modified Least Squares method. We exemplify this approach by developing the necessary equations to apply the Mohr-Coulomb, Murrell, Hoek-Brown, and Úcar criteria, and implement these equations in both spreadsheet calculations and R scripts. Finally, we demonstrate the technique's application using five datasets of varied lithologies from specialized literature, showcasing its versatility and effectiveness.
Idioma: Inglés
DOI: 10.1016/j.jrmge.2024.11.024
Año: 2025
Publicado en: Journal of Rock Mechanics and Geotechnical Engineering 17, 8 (2025), 4685-4699
ISSN: 1674-7755

Financiación: info:eu-repo/grantAgreement/ES/DGA/E32-23R
Tipo y forma: Article (Published version)
Área (Departamento): Área Geodinámica Interna (Dpto. Ciencias de la Tierra)
Exportado de SIDERAL (2025-12-12-14:43:30)


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articulos > articulos-por-area > geodinamica_interna



 Notice créée le 2025-12-12, modifiée le 2025-12-12


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