Evaluating the effectiveness of rice husk ash and lime in subgrade soil enhancement

Journal Article (2025)
Author(s)

Syed Mohd Arif (Chandigarh Engineering College)

Rambha Thakur (Rattan Institute of Technology and Management)

Govind Ravish (Swami Devi Dyal Institute of Engineering and Technology)

Shalom Akhai (Maharishi Markandeshwar Engineering College)

Swati Pathak (Chandigarh Engineering College)

Avishreshth Singh (TU Delft - Pavement Engineering)

Research Group
Pavement Engineering
DOI related publication
https://doi.org/10.1063/5.0258861
More Info
expand_more
Publication Year
2025
Language
English
Research Group
Pavement Engineering
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository as part of the Taverne amendment. More information about this copyright law amendment can be found at https://www.openaccess.nl. Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.@en
Issue number
1
Volume number
3261
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

This study explored the use of Rice Husk Ash (RHA) and lime as soil stabilizers for subgrade soil. RHA, a by-product of rice milling, poses environmental hazards if improperly disposed of. The optimal RHA content for subgrade stabilization is 15%, combined with 3% lime. The research found that RHA not only improves subgrade properties but also mitigates environmental pollution and offers a cost-effective stabilization method. The study evaluated engineering properties like plasticity index, maximum dry density (MDD), optimum moisture content (OMC), and California Bearing Ratio (CBR). Results showed a significant decrease in plasticity index and an increase in MDD with RHA addition up to 15%. However, further increase in RHA content led to a decrease in MDD. The combination of 15% RHA and 3% lime exhibited the highest CBR improvement (61.48%), indicating enhanced soil strength. This research suggests that RHA may be a sustainable and cost-effective subgrade stabilization material that improves pavement performance and waste utilization. RHA is abundant, easy to obtain, and economical as compared to cement as a soil stabilizer, reducing disposal issues and environmental impact.

Files

020005_1_5.0258861.pdf
(pdf | 0.847 Mb)
License info not available
warning

File under embargo until 04-12-2025