Open Access

Investigating the Influence of Lemon Grass Root on Soil Stability and Slope Erosion: A Case Study in the Nilgiris District

S. Karthik, Department of Civil Engineering, Jai Shriram Engineering College, Tirupur, TN, India S. Anandaraj, umailanandkrish@gmail.com
Department of Civil Engineering, KPR Institute of Engineering and Technology, Coimbatore, TN, India
K. Govarthanambikai, Department of Civil Engineering, PSG Institute of Technology and Applied Research, Coimbatore, TN, India S. Shaniya, Department of Civil Engineering, KPR Institute of Engineering and Technology, Coimbatore, TN, India A. Alex Livingston Raja, Department of Civil Engineering, Hindusthan College of Engineering and Technology, Coimbatore, TN, India S. Anandakumar Department of Civil Engineering, KPR Institute of Engineering and Technology, Coimbatore, TN, India


J. Environ. Nanotechnol., Volume 13, No 2 (2024) pp. 411-417

https://doi.org/10.13074/jent.2024.06.241545

PDF


Abstract

This study investigates the significant impact of lemongrass root on stabilizing the soil in the hilly slopes of Nilgiris. Lemongrass provides hydrological and mechanical support to the soil mass and also helps enhance the shear strength. The crop is grown as a support against sliding since its roots contribute to slope stability. However, the plant’s usage in the soil stabilization process is still in early stage. This work was conducted to ascertain the utilization of Indian lemongrass plant, which is capable of enhancing the mechanical strength, which was studied using a pull-out resistance equipment. As a means of reducing the cost of field experiments and labour involved, a simulation study was undertaken with the help of Geostudio to analyse the root topology. Even though it is a preliminary study with numerous boundary conditions, the results are promising. The total shear strength and safety factor of the test soil increased    when lemongrass was used.

Full Text

Reference


Watson A. J. and Michael, M., Live root-wood tensile strengths of some common New Zealand indigenous and plantation tree species, N. Z. J. For. Sci., 34, 344-353, (2004).

Bruce, A. and Ian, R., The Distribution and Strength of Riparian Tree Roots in Relation to Riverbank Reinforcement, Hydrol. Processes, 15, 63 – 79, (2001).

https://doi.org/10.1002/hyp.152

Elena, V., Gabriele, E. S. and Christian, B., The contribution of microbial activity to soil–water interactions and soil microstructural stability of a silty loam soil under moisture dynamics, Geoderma, 417, 115822 (2022).

https://doi.org/10.1016/j.geoderma.2022.115822

Gian, B. B., Enrico, A. C., Tommaso, S., Barbara, S., Barbara, V., Paolo, V. and Antonio, Z., Root strength and root area of forest species in Lombardy, Plant and Soil, 103, 31-41 (2007).

https://doi.org/10.1007/s11104-005-0605-4

Humeera, J., and Ashish, E. K., Study on Stabilization of Soil Using Plant Roots and Lime, Int. J. Innovative Res. Eng. Manage., 9, 349-352, (2022).

https://doi.org/10.55524/ijirem.2022.9.2.52

Karthik, S., Ashok, K. E., Gowtham, P., Elango, G. and Gokul, D., Thangaraj. S, Soil stabilizing by using fly ash, Journal of civil and mechanical engineering, 6(10), 20-26 (2015).

Schmidt, K. M., Roering, J. J., Stock, J. D., Dietrich, W. E., Montgomery, D. R. and Schaub, T., Root cohesion variability and shallow landslide susceptibility in the Oregon Coast Range, Can. Geotech. J., 38(5), 995-1024 (2001).

https://doi.org/10.1139/cgj-38-5-995

Waldron, L. J., The Shear Resistance of Root-Permeated Homogeneous and Stratified Soil, Soil Science Society America Journal, 41, 843-849, (1977).

https://doi.org/10.2136/sssaj1977.03615995004100050005x

Noorasyikin, M. N. and Zhara, M., Assessment of soil-root matrix of vetiver and bermuda grass for mitigation of shallow slope failure, Electron. J. Geotech. Eng., 20, 6569-6580 (2015).

Gobinath, R., Ganapathy, G. P. and Akinwumi, I. I., Stabilization of natural slopes using natural plant root as reinforcing agent, Mater. Today Proc., 39, 493-499 (2021).

https://doi.org/10.1016/j.matpr.2020.08.227

Gopinath, R., Ganapathy, G. P., Saravanan, S. P., Vijayan, V., Muthukumar, S., Muthuseenivasan, M., Muthuraj, V. and Prabu, V., Experimental Studies on Soil Stabilization Using Vetiver Root as Reinforcement, International Journal of Applied Engineering Research, 10(53), 286-290 (2015).

Rui, X., Dongmei, S., Shuhui, N., Ronghao, W., Jianle, Z., Ge, S., Effects of soil erosion and soil amendment on soil aggregate stability in the cultivated-layer of sloping farmland in the Three Gorges Reservoir area, Soil Tillage Res., 223, 105447 (2022).

https://doi.org/10.1016/j.still.2022.105447

Yujie, W., Chongfa, C., Zhonglu, G. and Junguang, W., Linkage between aggregate stability of granitic soils and the permanent gully erosion in subtropical China, Soil Tillage Res., 221, 105411, (2022).

https://doi.org/10.1016/j.still.2022.105411

Contact Us

Powered by

Powered by OJS