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Methodology to generate root analogues based on root tensile behaviour

Li, Shan-Shan ORCID iD icon 1; Stutz, Hans Henning ORCID iD icon 1
1 Institut für Bodenmechanik und Felsmechanik (IBF), Karlsruher Institut für Technologie (KIT)

Abstract:

Root mechanical properties and geometry are crucial for predicting root-soil mechanical reinforcement. However, in terms of natural roots, the high variability challenges the repeatability of root-soil experiments for determining the key factors influencing root reinforcement. This work aims to understand the tensile behaviour of individual roots, and develop root analogues based on the tension properties for parametric studies of soil-root interactions. The experimental results indicated that under uniaxial tension loading, three typical stress-strain curves can be identified, corresponding to different tension behaviours. This variability in response can be attributed primarily to the mechanical properties of the root stele, as well as to the integrity of the bonding between the stele and cortex. Additionally, the reproducible root analogues were developed using 3D printing techniques based on the tension properties of willow (\textit{Salix purpurea} L.) roots. Our preliminary tests demonstrated that resin-based prints fabricated with Stereolithography Apparatus (SLA) technology exhibited a great potential to simulate real willow roots. ... mehr


Verlagsausgabe §
DOI: 10.5445/IR/1000182088
Veröffentlicht am 02.06.2025
Originalveröffentlichung
DOI: 10.53243/ICBBG2025-41
Cover der Publikation
Zugehörige Institution(en) am KIT Institut für Bodenmechanik und Felsmechanik (IBF)
Publikationstyp Proceedingsbeitrag
Publikationsjahr 2025
Sprache Englisch
Identifikator KITopen-ID: 1000182088
Erschienen in 2025 International conference on Biomediated and Bioinspired Geotechnics, Tempe, 18th-20th May, 2025
Veranstaltung 2025 International conference on Biomediated and Bioinspired Geotechnics (2025), Tempe, AZ, USA, 18.05.2025 – 20.05.2025
Verlag International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
Serie Proceedings of the ICBBG2025
Vorab online veröffentlicht am 18.05.2025
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