Can advanced sand-based models predict the behaviour of silty sands? A comprehensive experimental and numerical assessment

This article presents a comprehensive experimental and numerical investigation into the monotonic and cyclic behaviour of five natural silty sands. Based on an extensive laboratory programme comprising drained and undrained monotonic triaxial tests, as well as undrained cyclic triaxial tests, four advanced constitutive models originally developed for clean sands, Hypoplasticity with Intergranular Strain (Hypo+IGS), Sanisand, Hypoplasticity with Intergranular Strain and semifluidized state and fabric change effects (Hypo+ISA-SF), and Sanisand with memory surface and semifluidized state (Sanisand-MSf), were systematically calibrated and validated. The models were calibrated using a combination of automated parameter identification with numgeo-ACT and manual calibration, enabling a consistent assessment of their predictive capabilities. The study represents one of the first comprehensive assessments of these advanced constitutive models for silty sands and investigates how successive developments of hypoplastic and bounding-surface formulations improve the description of stress–strain behaviour, contractancy and dilatancy, pore-water pressure generation, stiffness degradation, and undrained cyclic resistance. The results provide new insight into the constitutive mechanisms required to extend advanced sand models towards silty sands and highlight both the capabilities and current limitations of existing formulations for this important class of geomaterials.

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Publication Details

Journal
Soil Dynamics and Earthquake Engineering
Published
2026-10-30
DOI
https://doi.org/10.1016/j.soildyn.2026.110786
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
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article

Can advanced sand-based models predict the behaviour of silty sands? A comprehensive experimental and numerical assessment

Merita Tafili, Jose Duque, Torsten Wichtmann, Mohammad Salimi et al.
Soil Dynamics and Earthquake Engineering
Geotechnical Engineering and Soil Mechanics
article

Can advanced sand-based models predict the behaviour of silty sands? A comprehensive experimental and numerical assessment

Merita Tafili, Jose Duque, Torsten Wichtmann, Mohammad Salimi, David Maš́ın, Carlos Lascarro
article en

Abstract

This article presents a comprehensive experimental and numerical investigation into the monotonic and cyclic behaviour of five natural silty sands. Based on an extensive laboratory programme comprising drained and undrained monotonic triaxial tests, as well as undrained cyclic triaxial tests, four advanced constitutive models originally developed for clean sands, Hypoplasticity with Intergranular Strain (Hypo+IGS), Sanisand, Hypoplasticity with Intergranular Strain and semifluidized state and fabric change effects (Hypo+ISA-SF), and Sanisand with memory surface and semifluidized state (Sanisand-MSf), were systematically calibrated and validated. The models were calibrated using a combination of automated parameter identification with numgeo-ACT and manual calibration, enabling a consistent assessment of their predictive capabilities. The study represents one of the first comprehensive assessments of these advanced constitutive models for silty sands and investigates how successive developments of hypoplastic and bounding-surface formulations improve the description of stress–strain behaviour, contractancy and dilatancy, pore-water pressure generation, stiffness degradation, and undrained cyclic resistance. The results provide new insight into the constitutive mechanisms required to extend advanced sand models towards silty sands and highlight both the capabilities and current limitations of existing formulations for this important class of geomaterials.

Soil Dynamics and Earthquake EngineeringVol. 213
Charles University (CZ), Universidad del Sinú (CO), University of the Coast (CO), Ruhr University Bochum (DE)
Deutsche Forschungsgemeinschaft
Openalex Percentile: Top 19%
Geotechnical Engineering and Soil Mechanics
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