Projects per year
Abstract
Understanding the anchorage of a complex root system architecture (RSA) in soil upon tree overturning is vital to evaluate tree stability under lateral loads. Empirical correlations between root anchorage capacity and root morphological traits have been established, but the role of soil in these correlations has been ignored. This study developed and validated a threedimensional finite element model and then used it to investigate the underlying mechanisms of root–soil load transfer mechanisms in terms of the evolution of soil stress states and root strength mobilisation during overturning. Two root traits——radial distance and embedded depth——influenced root anchorage capacity remarkably. The pattern of soil stress state evolution near taproots and laterals was remarkably different. Roots that displaced in the direction more aligned with the soil’s major principal stress were more effective to mobilise their strength to resist against overturning. The failure envelope defined by the normalised peak moment capacity in the x-and y-direction of the asymmetric RSA was elliptic, displaying anisotropic overturning under combined load conditions. © 2025 The Authors. Permission for reuse (free in most cases) can be obtained from copyright.com.
| Original language | English |
|---|---|
| Number of pages | 18 |
| Journal | Canadian Geotechnical Journal |
| Volume | 62 |
| Online published | 6 May 2025 |
| DOIs | |
| Publication status | Published - 2025 |
| Externally published | Yes |
Funding
The authors thank the Hong Kong Research Grant Council (Grant Nos. GRF/16202422 and CRF/C6006-20G) for the funding and the resources spent on this work. The authors are grateful to Dr. Frédéric Danjon of French National Institute for Agriculture, Food, and Environment (INRAE) for sharing the data source of the root system architecture of Pinus pinaster Ait for the analysis.
Research Keywords
- numerical modelling
- push-over
- root system architecture
- root–soil interaction
- tree stability
RGC Funding Information
- RGC-funded
Fingerprint
Dive into the research topics of 'Root–soil load transfer mechanisms upon tree overturning: a closer look on the soil stress state evolution and root strength mobilisation'. Together they form a unique fingerprint.Projects
- 1 Finished
-
CRF-ExtU-Lead: Engineering a Safer Urban Forest under Extreme Storms
Leung, A. K. (Main Project Coordinator [External]) & WANG, Y. (Principal Investigator / Project Coordinator)
30/06/21 → 29/06/24
Project: Research
Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver