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Geometrical traits explain the variability in root–soil interaction of complex root architecture systems subjected to overturning

  • Jun Zhu
  • , Anthony Kwan Leung*
  • , Yu Wang
  • *Corresponding author for this work

Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review

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Abstract

Aims: Variability in the capacity of tree root anchorage, driven by differences in root system architecture (RSA), is closely associated with root geometrical traits, yet their role in root–soil interaction during overturning remains poorly understood. This study aims to (1) examine correlations between root geometrical traits and RSA’s overturning performance; (2) investigate how distinct root components contribute to anchorage; and (3) identify sources of variability in root anchorage and propose a combined trait to explain this variability.
Methods : An advanced root anchorage model was employed to realistically simulate root–soil interaction and assess root anchorage capacity. A total of 90 statistically different RSAs of Pinus pinaster trees were generated using a calibrated root growth model. Spearman’s correlation (ρ) was used to identify key geometrical traits influencing maximum overturning resistance (Mp,max).
Results: Substantial variabilities in root overturning resistance were observed. RSAs that mobilised greater Mp,max maintained greater residual resistance at larger rotations. Windward lateral roots played a critical role in anchorage, with their surface area, volume and cross-sectional area of broken root segments showing strong correlations with Mp,max. However, no single traits explained the variabilities in Mp,max.
Conclusions: Investigation of root–soil load transfer processes suggested that proximal lateral roots experienced axial pull-out, whilst distal lateral roots resisted overturning through bending. The deformation pattern of vertical root components (i.e. taproot and sinker) was closely associated with root aspect ratio. A new fourth-order combined trait, incorporating root volume, diameter, and embedded depth, was proposed to effectively capture the Mp,max variabilities.
© The Author(s) 2025.
Original languageEnglish
Pages (from-to)551-575
JournalPlant and Soil
Volume518
Issue number1
Online published21 Nov 2025
DOIs
Publication statusPublished - Jan 2026
Externally publishedYes

Funding

The authors thank the Hong Kong Research Grant Council (Grant Nos. GRF/16202422 and CRF/C6006-20G), the Hong Kong Innovation and Technology Commission (Grant No. ITC-SKLCRCC26EG01), and the National Natural Science Foundation of China (Grant No. 51922112) for the funding and the resources spent on this work.

Research Keywords

  • Anchorage capacity
  • Breakage failure
  • Finite element model
  • Geometrical traits
  • Root system architecture
  • Root–soil interaction

Publisher's Copyright Statement

  • This full text is made available under CC-BY 4.0. https://creativecommons.org/licenses/by/4.0/

RGC Funding Information

  • RGC-funded

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