Experimental study of root system of vetiver grass subjected to tensile stress

Authors

DOI:

https://doi.org/10.3989/ic.70923

Keywords:

Vetiveria zizanioides, Vetiver tensile strength, slope stabilization, experimental test

Abstract


An experimental study of the mechanical behavior of the Vetiver grass root system is shown in this paper. Experimental tests of tensile strength (305) were carried out in the primary root system of the Vetiver plant, sown in different soils and different growth states. The methodology starts from the reproduction of the plant and its care in the different types of soil where they were planted. The method proposed by Mickovski and Van Beek was used to prepare experimental tests (1). The results obtained reflect a substantial increase in its tensile strength compared to the strength taken usually for the stabilization designs (75 MPa). The maximum load is increased according to the diameter of the root in a potential relationship, and the traction stress of the Vetiver plant root reaches a mean and moda of 118.5 MPa and 131.71 MPa, respectively.

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References

(1) Mickovski, S. B. and van Beek, L. P. H., (2009), "Root morphology and effects on soil reinforcement and slope stability of young vetiver (Vetiveria zizanioides) plants grown in semi-arid climate", Plant Soil, vol. 324, no. 1-2, pp. 43-56. https://doi.org/10.1007/s11104-009-0130-y

(2) López Ruiz, A. and Ruiz, A. L., (1983), «Mejora geotécnica del suelo», Inf. la Construcción, vol. 35, no. 354, pp. 37-49. https://doi.org/10.3989/ic.1983.v35.i354.2001

(3) Claver Parias, I., Díaz Martín, M., and Martín, M. D., (1993), «Proyecto de restauración de los taludes y zonas anejas a una autovía», Inf. la Construcción, vol. 45, no. 425-426, pp. 123-134. https://doi.org/10.3989/ic.1993.v45.i425-426.1189

(4) García-Vega, A., Sanz-Ronda, F. J., Fuentes-Pérez, J. F., Navarro-Hevia, J., Martínez-Rodríguez, A., and Martínez-Rodríguez, A., (2014), «Bases metodológicas para el cálculo de muros entramados de madera con vegetación o muros Krainer», Inf. la Construcción, vol. 66, no. 533, p. e012. https://doi.org/10.3989/ic.12.072

(5) Smyle, J., Taller de bioingenieria para la construccion post mitch; experiencia con el uso de Vetiver para la proteccion y estabilizacion de infraestructura, memoria. BANCO MUNDIAL, 1999.

(6) Wu, T. H., McOmber, R. M., Erb, R. T., and Beal, P. E., (1988), "Study of Soil-Root Interaction", J. Geotech. Eng., vol. 114, no. 12, pp. 1351-1375. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:12(1351)

(7) Bischetti, G. B. et al., (2005), "Root Strength and Root Area Ratio of Forest Species in Lombardy (Northern Italy)", Plant Soil, vol. 278, no. 1-2, pp. 11-22. https://doi.org/10.1007/s11104-005-0605-4

(8) Baets, S. De, Poesen, J., Reubens, B., Wemans, K., Baerdemaeker, J. De, and Muys, B., "Root tensile strength and root distribution of typical Mediterranean plant species and their contribution to soil shear strength", Plant and Soil, vol. 305. Springer, pp. 207-226. https://doi.org/10.1007/s11104-008-9553-0

(9) Nilaweera, N. and Grass, D. H., "Assessment of strength properties of vetiver grass roots in relation to slope stabilization", in In Vetiver: A Miracle Grass, 1996.

(10) Méndez, L., Rojas, W., Torres, J., Torres, R., Rada, M., and Calderas, R., (2014), «Resistencia a la traccion del sistema radicular del vetiver (vetiveria zizanioides} plantado en un suelo granular», Geominas, vol. 42, no. 64, pp. 165-170.

(11) Noorasyikin, M. N. and Zainab, M., (2016), "A Tensile Strength of Bermuda Grass and Vetiver Grass in Terms of Root Reinforcement Ability Toward Soil Slope Stabilization", IOP Conf. Ser. Mater. Sci. Eng., vol. 136, no. 1, p. 012029. https://doi.org/10.1088/1757-899X/136/1/012029

(12) Hu, X. et al., (2013), "An exploratory analysis of vegetation strategies to reduce shallow landslide activity on loess hillslopes, Northeast Qinghai-Tibet Plateau, China", J. Mt. Sci., vol. 10, no. 4, pp. 668-686. https://doi.org/10.1007/s11629-013-2584-x

(13) Wu, T. H., "Slope stabilization", in Slope stabilization and erosion control a bioengineering approach, R. P. C. (Royston P. C. Morgan and R. J. (R. J. Rickson, Eds. London: E & FN Spon, 1995, pp. 233-265.

(14) L.J., W., (1977), "The shear resistance of root-permeated homogeneous and stratified soil", J. Soil Sci. Soc. Am.

(15) Styczen, M. E. and Morgan, R. P. C., "Engineering properties of vegetation", R. P. C. (Royston P. C. Morgan and R. J. (R. J. Rickson, Eds. London: E & FN Spon, 1995, p. 57.

(16) Gray, D. H. and Barker, D., "Root-soil mechanics and interactions", American Geophysical Union (AGU), 2004, pp. 113-123. https://doi.org/10.1029/008WSA09

(17) Paul Truong, T. T. V. and E. P., Vetiver System Applications Technical Reference Manual, Second Edi., no. July. North Charleston SC, United States: Createspace Independent Publishing Platform, 2008.

(18) "ASTM D422 - 63(2007)e2 Standard Test Method for Particle-Size Analysis of Soils (Withdrawn 2016)", International, West Conshohocken, 2007. [Online]. Available: https://www.astm.org/Standards/D422. [Accessed: 30-Oct-2019].

(19) "ASTM D4318 : Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils", International, 2017. [Online]. Available: https://global.ihs.com/doc_detail.cfm?document_name=&item_s_key=00018514&item_key_date=810831. [Accessed: 30-Oct-2019].

(20) Barreto, W., Torres, J., Torres, R., Gonzalez, L., and Picón, R., (2019), "Modelling Tensile Strength of Vetiver Roots Using Artificial Neural Networks", Rev. Tec. la Fac. Ing. Univ. del Zulia, vol. Especial, pp. 154-159.

Published

2020-12-03

How to Cite

Torres, J. A. ., Torres, R. J. ., Coromoto Peña, J. ., Picón, R. A. ., Méndez, L. ., & Calderas, R. J. . (2020). Experimental study of root system of vetiver grass subjected to tensile stress. Informes De La Construcción, 72(560), e365. https://doi.org/10.3989/ic.70923

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Section

Research Articles