journal article·2024-01-16Open access

Integrating Root Morphology Based on Whole-Pullout Test of Model Roots: A Case Study

Kexiang Zhai, Junyun Zhang, Le Zhang, Xiaolong Luo, Kai Wang

Applied Sciences· Volume 14· Issue 2

Abstract

To investigate the sensitivity and significance of different morphological characteristics of plant root systems on vertical pullout resistance, this study considered four main influencing factors: the number of lateral roots, taproot length, the branching angle of the lateral root, and the unit weight of the soil around the root. PC plastic model roots were employed to conduct a vertical pullout orthogonal experiment. A comprehensive μX theoretical analysis method based on the whole root system pullout test was applied for a stress analysis on root segments. Based on the results, the factors affected the vertical pullout resistance of plant root systems in the order of number of lateral roots > taproot length > unit weight of soil around the root > branching angle of the lateral root. When the number of lateral roots increased from 2 to 3, the vertical pullout resistance increased by 64%. Also, when the taproot length increased from 50 to 60 cm, the vertical pullout resistance increased by up to 46%. Furthermore, the unit weight of soil around the roots had a positive linear correlation with vertical pullout resistance. Based on the results, the number of lateral roots and the taproot length were the primary factors affecting the magnitude of the root system’s vertical pullout resistance. When selecting plants for slope protection, plant types with a larger number of lateral roots and longer taproots should be considered as the two most significant factors for achieving a better slope protection methodology.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Tree Root and Stability Studies · Plant responses to water stress · Soil Mechanics and Vehicle Dynamics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China

Sichuan Highway Planning, Survey, Design and Research Institute, Ltd., Chengdu 610041, China

Funding

National Natural Science Foundation of China · Technology Plan Project of Department of Transportation of Sichuan Province

References (43)

Show source-provided references
1. Hazard zoning of trunk highway slope disasters: A case study in northern Shaanxi, China10.1007/s10064-017-1178-1 ↗
2. Cost and carbon footprint analysis of flyash utilization in earthworks10.1007/s40891-022-00364-4 ↗
3. Varsha, B., Moghal, A.A.B., Rehman, A.U., and Chittoori, B.C.S. (2023). Shear, consolidation characteristics and carbon footprint analysis of clayey soil blended with calcium lignosulphonate and granite sand for earthen dam application. Sustainability, 15.10.3390/su15076117 ↗
4. Wu, X.P., Yi, C., Cui, W.W., Zhang, Z., Yan, C., and Xie, X.C. (2023). Analysis of Human Disturbance Features in Natural Reserves and Empirical Research on Their Restoration: A Case Study of the Huangchulin Nature Reserve in Fujian Province. Sustainability, 15.10.3390/su15032017 ↗
5. Influence of chloride and moisture content on steel rebar corrosion in concrete10.1002/maco.201508799 ↗
6. Shen, Y.F., Li, Q., Pei, X.J., Wei, R.J., Yang, B.M., Lei, N.F., Zhang, X.C., Yin, D.Q., Wang, S.J., and Tao, Q.Z. (2023). Ecological Restoration of Engineering Slopes in China—A Review. Sustainability, 15.10.3390/su15065354 ↗
7. Masi, E.B., Segoni, S., and Tofani, V. (2021). Root Reinforcement in Slope Stability Models: A Review. Geosciences, 11.10.3390/geosciences11050212 ↗
8. Experimental Investigation of Root Tensile Strength for Slope Stabilization10.1007/s40098-019-00394-2 ↗
9. The role of fine and coarse roots in shallow slope stability and soil erosion control with a focus on root system architecture: A review10.1007/s00468-007-0132-4 ↗
10. Wang, B.Y., and Wang, S.J. (2023). Shear Strength Analysis and Slope Stability Study of Straight Root Herbaceous Root Soil Composite. Appl. Sci., 13.10.20944/preprints202310.0695.v1 ↗
11. Strength properties of root compound soil and morphological observation of plant root
12. Mechanical response of root-reinforced loess with various water contents10.1016/j.still.2019.05.025 ↗
13. Zhou, X.L., Fu, D.S., Wan, J., Xiao, H.L., He, X.Y., Li, Z.X., and Deng, Q.X. (2023). The Shear Strength of Root–Soil Composites in Different Growth Periods and Their Effects on Slope Stability. Appl. Sci., 13.10.3390/app131911116 ↗
14. Study on influence of morphology and hierarchy of root on mechanical characteristics of root soil comp
15. Analytical modeling of coastal dune erosion at South Padre Island: A consideration of the effects of vegetation roots and shear strength10.1016/j.ecoleng.2018.11.020 ↗
16. Direct shear tests and numerical simulation on slope soils reinforced by composite roots
17. Cardoza, R., and Oka, L. (2020, January 25–28). Measuring the effect of grass roots on shear strength parameters of sandy soils. Proceedings of the Geo-Congress 2020, Minneapolis, MN, USA.10.1061/9780784482834.024 ↗
18. Pull-out characteristics of herbaceous roots of alfalfa on the loess in different growth stages and their impacts on slope stability10.1016/j.still.2022.105542 ↗
19. Bransby, F., Davies, M.C.R., Mickovski, S., Sonnenberg, R., Bengough, A., and Hallett, P. (2006). Physical Modelling in Geotechnics, Two Volume Set, Proceedings of the Sixth International Conference on Physical Modelling in Geotechnics, 6th ICPMG’06, Hong Kong, China, 4–6 August 2006, Taylor and Francis.
20. The influences of root branching patterns on pullout resistance
21. Yang, Y.J., Chen, L.H., Li, N., and Zhang, Q.F. (2016). Effect of Root Moisture Content and Diameter on Root Tensile Properties. PLoS ONE, 11.10.1371/journal.pone.0151791 ↗
22. Experimental Study on Native Plant Root Tensile Strength for Slope Stabilization10.1016/j.proeng.2016.08.415 ↗
23. The Role of Root Morphology and Pulling Direction in Pullout Resistance of Alfalfa Roots10.3389/fpls.2021.580825 ↗
24. In-Situ Pull-out Test of Four Shrub Plants in Xining Basin of the Loess Plateau
25. The Anchorage of Leek Seedlings: The Effect of Root Length and Soil Strength10.1093/oxfordjournals.aob.a087951 ↗
26. Resistance of simple plant root systems to uplift loads10.1139/T09-076 ↗
27. 3D response surface modeling based in-situ assessment of physico-mechanical characteristics of alluvial soils using dynamic cone penetrometer10.1016/j.trgeo.2022.100781 ↗
28. Optimization of Sand-Bentonite mixture for the stable engineered barriers using desirability optimization methodology: A Macro-Micro-Evaluation10.1007/s12205-022-2088-8 ↗
29. Relating gradational parameters with hydraulic conductivity of sandy soils: A renewed attempt10.1007/s12517-021-08281-y ↗
30. Machine learning-based intelligent modeling of hydraulic conductivity of sandy soils considering a wide range of grain sizes10.1016/j.enggeo.2022.106899 ↗
31. Analysis of Root Distributions and Shear Strengths of Slope Protection Plants in the Loess Region of Northern Shaanxi
32. The effects of roots angles of nerium indicum on the stability of slopes
33. Relationship between root forks and branch angle of Tamarix ramosissima at different stand ages in oasis of Jinta County
34. (2011). Code for Design of Building Foundation. Standard No. GB 50007-2011.
35. (2013). Technical Code for Building Slope Engineering. Standard No. GB 50330-2013.
36. Sand samples’ preparation using mobile pluviator10.1007/s13369-014-1247-8 ↗
37. Hakhamaneshi, M., Black, J.A., Cargill, A., Cox, C.M., and Elmrom, T. (2016, January 1–3). Development and calibration of a sand pluviation device for preparation of model sand bed for centrifuge tests. Proceedings of the 3rd Conference on Physical Modelling in Geotechnics, IFSTTAR Nantes Centre, France.
38. Parallel tests on preparation of samples with sand pourer
39. Research and prospect of preparation technique for centrifugal pluviation model
40. Relative Sensitivities of Existing and Novel Model Parameters in Atmospheric Tritium Dose Estimates
41. Tensile resistance characteristics of root-soil composite system and influence factor analysis in Sanjiangyuan regions of Qinghai-Tibet plateau
42. Effects of two herbal plants’ roots on soil shear strength in a collapsing gully alluvial fan
43. Xie, M.S. (1990). A study on the soil mechanical role of tree roots in the stability of slopes. J. Soil Water Conserv., 7–14+50.