Experimental Evaluation of Additional Shear Strength for Vetiver Root-Reinforced Soil
Publication: Geo-Congress 2024
ABSTRACT
Slope instability-related damage is a major issue all over the world, including Bangladesh. Every year, slope failure occurs all over the country and causes major financial losses. A variety of methods are available for addressing this issue, but conventional slope protection methods require large and long-term investments. Hard engineering solutions can also be temporary, only transferring the problem from one location to another. A viable solution to this problem may be to use bio-engineering technology applying vegetation. Vegetation as a bio-engineering technique for slope stabilization can improve the shear strength and reduce the erosion potential of soils. The objective of this study is to evaluate the effectiveness of vegetation in improving the shear strength of soil. Vetiver grass which is a commonly found in Bangladesh was selected for the study. Roots were collected from uprooted vetiver grass found in a naturally grown land. To prepare the root-reinforced soil samples, roots were chopped according to different lengths (1.25–5 cm) and mixed in different root content (3%–12% of the dry weight of the soil sample) and moisture content of soil (10%–25%). It was observed that root-reinforced soil samples have a maximum of 88.2% higher shear strength compared to root-free samples. The added cohesion of vetiver rooted soil has a positive correlation with the root length, but for the root content shear strength increases up to an optimum root content and then decreases. The results from the present study have also been compared to the previous studies and found in good agreement with each other.
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REFERENCES
Abdullah, M. N., Osman, N., and Ali, F. H. (2011). “Soil-root shear strength properties of some slope plants”, Sains Malaysiana, 40(10), pp. 1065–1073.
Amiri, E., Emami, H., Mosaddeghi, M. R., and Astaraei, A. R. (2019). “Shear strength of an unsaturated loam soil as affected by vetiver and polyacrylamide”, Soil and Tillage Res., 194, 104331.
Badhon, F. F., Islam, M. S., and Al-Hussaini, T. M. (2019). “Study of root-reinforcement effect on shear strength parameters of soil obtained by direct shear tests.” In Proceedings, International Conference on Disaster Risk Mitigation, Dhaka, Bangladesh.
Badhon, F. F., Islam, M. S., and Islam, M. A. (2021a). Contribution of Vetiver root on the improvement of slope stability. Indian Geotechnical Journal, 51(4), 829–840.
Badhon, F. F., Islam, M. S., Islam, M. A., and Arif, M. Z. U. (2021b). “A simple approach for estimating contribution of vetiver roots in shear strength of a soil–root system.” Innov. Infrastr. Sol., 6(2), 1–13.
Bosunia, S. Z., and Choudhury, J. R. (2001). “Durability of concrete in coastal areas of Bangladesh”, J. Civil Eng., The institute of engineers Bangladesh, 29 (1), 41–53.
Eboli, J. H., Rogério, P. R., and Truong, P. (2011). “Vetiver solution – a total success in landslide stabilization at itaipava”, Petropolis, Rio de Janeiro, Brazil. Fifth Intern. Conf. on Vetiver, Lucknow, India.
Endo, T., and Tsuruta, T. (1969). “Effects of tree root upon the shearing strengths of soils.”, 18, 168-179.
Ennos, A. R. (1990). The anchorage of leek seedlings: the effect of root length and soil strength. Annals of Botany, 65(4), 409–416.
Fan, C. C., and Su, C. F. (2008). “Role of roots in the shear strength of root-reinforced soils with high moisture content.” Ecological Eng., 33(2), 157–166.
Islam, M. A. (2018). Measures for landslide prevention in Chittagong Hill Tracts of Bangladesh. M. Sc. Engg. Thesis, Department of Civil Engineering, Bangladesh University of Engineering and Technology (BUET), Dhaka, Bangladesh.
Islam, M. A., Islam, M. S., and Elahi, T. E. (2020). “Effectiveness of vetiver grass on stabilizing hill slopes: a numerical approach.” In Geo-Congress 2020, 106–115.
Islam, M. A., Islam, M. S., and Islam, T. (2017). Landslides in Chittagong hill tracts and possible measures. In Proceedings of the International Conference on Disaster Risk Mitigation, Dhaka, Bangladesh.
Islam, M. A., Islam, M. S., Chowdhury, M., and Badhon, F. F. (2021). “Influence of vetiver grass (Chrysopogon zizanioides) on infiltration and erosion control of hill slopes under simulated extreme rainfall condition in Bangladesh.” Arab. J. Geosc., 14(2), 1–14.
Islam, M. S., and Badhon, F. F. (2020). “A mathematical model for shear strength prediction of vetiver rooted soil.” In Geo-congress 2020, 96–105.
Mahannopkul, K., and Jotisankasa, A. (2019). “Influences of root concentration and suction on Chrysopogon zizanioides reinforcement of soil”, Soils and found., 59(2), 500–516.
Operstein, V., and Frydman, S. (2000). “The influence of vegetation on soil strength.” Proceedings of the Institution of Civil Engineers-Ground Improvement, 4(2), 81–89.
Parshi, F. N. (2015). Strength-deformation characteristics of rooted soil. M. Sc. Engg. Thesis, Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh.
Petrone, A., and Preti, F. (2010). “Soil bioengineering for risk mitigation and environmental restoration in a humid tropical area”, Hydr. and Earth Syst. Sciences, 14 (2), 239–250.
Rahman, M. R. (2010). “Impact of riverbank erosion hazard in the Jamuna floodplain areas in Bangladesh”, J. Sci. Found., 8(1-2), ISSN 1728-7855, 55–65.
Shit, P. K., and Maiti, R. (2012). “Effect of plant roots on soil anti- scouribility of topsoil during concentrated flow”, Inter. J. Eng. Res. & Tech., 1(4), 1–7.
Suleiman, M. K., Bhat, N. R., and Jacob, S. (2013). “Vetiveria zizanoides plantation for slope stabilization in Kuwait: A case study”, J. Agric. Biodiv. Res., 2(2), 44–54.
Valizade, N., and Tabarsa, A. (2022). “Laboratory investigation of plant root reinforcement on the mechanical behaviour and collapse potential of loess soil”, European J. of Environ. and Civil Eng., 26(4), 1475–1491.
Wu, T. H., Beal, P. E., and Lan, C. (1988). “In-situ shear test of soil–root systems.” Journal of Geotechnical Engineering, 114, 1376–1394.
Wu, T. H., McKinnell, W. P., and Swanston, D. N. (1979). “Strength of tree roots and landslides on Prince of Wales Island, Alaska.” Canadian Geotechnical Journal, 16, 19–33.
Wu, T. H., and Watson, A. (1998). “In-situ shear tests of soil blocks with roots.” Canadian Geotechnical Journal, 35, 579–590.
Ziemer, R. R. (1981). “Roots and the stability of forested slopes.” In Timothy RH Davies and Andrew J. Pearce (eds). Proceedings of the International Symposium on Erosion and Sediment Transport in Pacific Rim Steeplands, 1981 January 25-31, Christchurch, NZ Int. Assn. Hydrol. Sci. Pub. No. 132: 343–361.
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Published online: Feb 22, 2024
ASCE Technical Topics:
- Business management
- Developing countries
- Ecosystems
- Environmental engineering
- Foundation construction
- Foundations
- Geomechanics
- Geotechnical engineering
- Material mechanics
- Material properties
- Materials engineering
- Practice and Profession
- Shear strength
- Slopes
- Soil analysis
- Soil mechanics
- Soil mixing
- Soil properties
- Soil strength
- Soil water
- Strength of materials
- Vegetation
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