Plant Root-Inspired Soil Penetration in Sands Using Circumnutations for Geotechnical Site Characterization
Publication: Geo-Congress 2024
ABSTRACT
Subsurface exploration is vital for characterizing the soil engineering properties at project sites. Current in situ testing methods often face challenges in providing necessary reaction forces in sites with limited accessibility or with stiff surficial layers (i.e., desiccated or gravelly crusts). This paper presents two investigations on the circumnutation-inspired penetration strategy to decrease the vertical penetration forces. Both investigations were performed on dry sands, one consisting of experimental tests using a robotic arm and the second involving discrete element modeling (DEM) simulations. In plant-inspired circumnutative penetration, the penetrometer’s tip follows a helical path. The bio-inspired probes used in this study have conical tips that are bent at an angle and the entire probes are rotated at different angular velocities while they are advanced into the soil at a vertical velocity. The cumulative total work required to push the probes (i.e., the sum of the rotational and vertical work) was calculated and compared with that involved in quasi-static penetration (i.e., in cone penetration tests). Both the experimental and simulation results show a dependence of the vertical force and torque mobilized during penetration on the relative velocity of the probe tip, defined as the ratio of the tip’s tangential to vertical velocities. Namely, the vertical penetration force decreases as the relative velocity is increased, leading to a decrease in vertical work. The torque remains relatively constant for the circumnutation tests, but the rotational work increases with relative velocity. The total work of circumnutative penetration is similar or slightly smaller than that required for quasi-static penetration for small magnitudes of relative velocities for both experimental investigations and simulations. These findings show that circumnutative penetration can mobilize significantly smaller lower penetration resistances than quasi-static penetration while requiring a similar or slightly smaller amount of work. The reduction in penetration force would allow smaller equipment to be used in site investigation soundings.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Ahmed, S. S., Martinez, A., and DeJong, J. T. (2023). Effect of gradation on the strength and stress-dilation behavior of coarse-grained soils in drained and undrained triaxial compression. Journal of Geotechnical and Geoenvironmental Engineering, 149(5).
Burrall, M., DeJong, J. T., Martinez, A., and Wilson, D. W. (2020). Vertical pullout tests of orchard trees for bio-inspired engineering of anchorage and foundation systems. Bioinspiration & Biomimetics, 16(1).
Chen, Y., Khosravi, A., Martinez, A., and DeJong, J. (2021). Modeling the self-penetration process of a bio-inspired probe in granular soils. Bioinspiration & Biomimetics, 16(4).
Chen, Y., Martinez, A., and DeJong, J. (2022). Alteration of the stress state around a bio–inspired probe enables self–penetration. Canadian Geotechnical Journal, 59(10).
Chen, Y., and Martinez, A. (2023). DEM modeling of root circumnutation-inspired penetration in shallow granular materials. Under review for possible publication in Geotechnique.
Del Dottore, E., Mondini, A., Sadeghi, A., Mattoli, V., and Mazzolai, B. (2016, May). Circumnutations as a penetration strategy in a plant-root-inspired robot. In 2016 IEEE international conference on robotics and automation (ICRA) (pp. 4722–4728). IEEE.
Huang, S., and Tao, J. (2020). Modeling clam-inspired burrowing in dry sand using cavity expansion theory and DEM. Acta Geotechnica, 15(8).
Martinez, A., et al. (2022). Bio-inspired geotechnical engineering: principles, current work, opportunities and challenges. Géotechnique, 72(8), 687–705.
Martinez, A., Palumbo, S., and Todd, B. D. (2019). Bioinspiration for anisotropic load transfer at soil–structure interfaces. Journal of Geotechnical and Geoenvironmental Engineering, 145(10).
McDowell, G. R., Falagush, O., and Yu, H. S. (2012). A particle refinement method for simulating DEM of cone penetration testing in granular materials. Géotecrole>hnique Letters, 2(3).
O’Hara, K. B., and Martinez, A. (2020). Load transfer directionality of snakeskin-inspired piles during installation and pullout in sands. Journal of Geotechnical and Geoenvironmental Engineering, 148(12).
Taylor, I., Lehner, K., McCaskey, E., Nirmal, N., Ozkan-Aydin, Y., Murray-Cooper, M., and Benfey, P. N. (2021). Mechanism and function of root circumnutation. Proceedings of the National Academy of Sciences, 118(8).
Information & Authors
Information
Published In
History
Published online: Feb 22, 2024
ASCE Technical Topics:
- Continuum mechanics
- Discrete element method
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Equipment and machinery
- Field tests
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Methodology (by type)
- Motion (dynamics)
- Numerical methods
- Penetration tests
- Probe instruments
- Rotation
- Soil mechanics
- Soil properties
- Solid mechanics
- Static loads
- Statics (mechanics)
- Tests (by type)
- Vertical loads
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.