Issue |
E3S Web of Conf.
Volume 529, 2024
International Conference on Sustainable Goals in Materials, Energy and Environment (ICSMEE’24)
|
|
---|---|---|
Article Number | 03013 | |
Number of page(s) | 12 | |
Section | Environmental Impacts | |
DOI | https://doi.org/10.1051/e3sconf/202452903013 | |
Published online | 29 May 2024 |
Effect of different vegetation roots on mechanical properties of soil stabilization on slope
1 Lloyd Institute of Management and Technology, Greater Noida, India-201306, Uttar Pradesh
2 Department of Civil Engineering, GRIET, Telangana-500090, Hyderabad, India
3 Department of Mechanical Engineering, New Horizon College of Engineering, Bangalore
4 Lovely Professional University, Phagwara, India
5 Lloyd Institute of Engineering & Technology, Knowledge Park II, Greater Noida, Uttar Pradesh 201306
6 The Islamic university, Najaf, Iraq
7 Lloyd Institute of Management and Technology, Greater Noida, India-201306;, Uttar Pradesh
* Corresponding author: vkgopalme@gmail.com
Soil bioengineering is concerned with the soil stabilisation with the reinforcing agent such as plant roots. This approach is extensively popular in developing countries. Most of the study conducted on soil bioengineering is carried out by ecological researchers, whereas there have been few geotechnical research studies in India that focus on using plant roots for reinforcing purposes. This research aims to investigate the changes in soil strength caused by landslides. The soil will be stabilised using plant roots from regionally common plants in the study region. The lemon roots were collected and planted in the soil, and the alterations in geotechnical properties were investigated. The reinforcing process can result in an increase in the values of MDD, UCS, SS, and OMC due to the improved compaction of soil particles. It was found that as the percentage of plant root added to the soil increases, the MDD, UCS, SS, and OMC also increases until 1% of plant root was added by weight. After that point, these properties decreases. Hence, the most favourable proportion for soil stabilisation is 1% of plant root by weight to the soil. Thus the presence of plant roots in the soil matrix enhanced the soil's stability. Therefore, the plant roots that were examined can serve as cost-effective materials for enhancing slope stability,” particularly in places that are susceptible to landslides.
Key words: Soil Stabilisation / Vegetation / Slope / Landslides / Compaction Test
Publisher note: The numbers of the affiliations have been corrected according to the PDF, on June 25, 2024.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.