Compression and extension behaviour of three-dimensionally printed metastructure–sand composites under triaxial loading

A three-dimensionally printed metastructure featuring a re-entrant honeycomb topology with negative Poisson’s ratio (NPR) effect is introduced in this study for material reinforcement. To systematically decouple the effects of structural topology and constituent material stiffness, the structures were fabricated using flexible thermoplastic polyurethane (TPU) and rigid polylactic acid (PLA) polymers. Then, a series of undrained and drained shear tests were conducted on the metastructure-enhanced sand composites under triaxial compression and extension. It is found that the NPR topology fundamentally transforms the deformation behaviour of reinforced loose sand composites, promoting a more ductile and stable post-yield response through nodal rotation. Crucially, the NPR composite mitigates the inherent tension–compression asymmetry of reinforced sand composite; its auxetic expansion provides counter-deformation radial support during extension, effectively suppressing localised necking instability. Furthermore, material stiffness dictates the reinforcement mechanism: flexible TPU ensures kinematic compatibility and sustains substantial negative pore water pressure, whereas the rigid PLA enhances peak initial confinement. NPR inclusions expand the state boundary surface and induce a positive intercept shift of the critical state line in the e – (p'/pa)0.7 plane exclusively under compression, highlighting a distinct strength anisotropy.

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Publication Details

Journal
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
Published
2026-10-07
DOI
https://doi.org/10.1680/jgeen.26.00105
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
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article

Compression and extension behaviour of three-dimensionally printed metastructure–sand composites under triaxial loading

Yifei Sun, Yan Sun
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
Geotechnical Engineering and Soil Stabilization
article

Compression and extension behaviour of three-dimensionally printed metastructure–sand composites under triaxial loading

Yifei Sun, Yan Sun
article en

Abstract

A three-dimensionally printed metastructure featuring a re-entrant honeycomb topology with negative Poisson’s ratio (NPR) effect is introduced in this study for material reinforcement. To systematically decouple the effects of structural topology and constituent material stiffness, the structures were fabricated using flexible thermoplastic polyurethane (TPU) and rigid polylactic acid (PLA) polymers. Then, a series of undrained and drained shear tests were conducted on the metastructure-enhanced sand composites under triaxial compression and extension. It is found that the NPR topology fundamentally transforms the deformation behaviour of reinforced loose sand composites, promoting a more ductile and stable post-yield response through nodal rotation. Crucially, the NPR composite mitigates the inherent tension–compression asymmetry of reinforced sand composite; its auxetic expansion provides counter-deformation radial support during extension, effectively suppressing localised necking instability. Furthermore, material stiffness dictates the reinforcement mechanism: flexible TPU ensures kinematic compatibility and sustains substantial negative pore water pressure, whereas the rigid PLA enhances peak initial confinement. NPR inclusions expand the state boundary surface and induce a positive intercept shift of the critical state line in the e – (p'/pa)0.7 plane exclusively under compression, highlighting a distinct strength anisotropy.

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
Taiyuan University of Technology (CN)
Openalex Percentile: Top 17%
Geotechnical Engineering and Soil Stabilization
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Compression and extension behaviour of three-dimensionally printed metastructure–sand composites under triaxial loading — Yifei Sun, Yan Sun · Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2026) | TGRS Research Map | TGRS