Subgrade Soil Stabilization Using Various Fibrous Materials and Evaluation of Strength Using CBR: A Review

International Journal of Civil Engineering

© 2024 by SSRG - IJCE Journal

Volume 11 Issue 5

Year of Publication : 2024

Authors : Suresh Kumar, Sitesh Kumar Singh

10.14445/23488352/IJCE-V11I5P112

How to Cite?

Suresh Kumar, Sitesh Kumar Singh, "Subgrade Soil Stabilization Using Various Fibrous Materials and Evaluation of Strength Using CBR: A Review," SSRG International Journal of Civil Engineering, vol. 11,  no. 5, pp. 122-129, 2024. Crossref, https://doi.org/10.14445/23488352/IJCE-V11I5P112

Abstract:

This study explores the effectiveness of subgrade soil stabilization using fibrous materials, with a particular focus on evaluating soil strength through the California Bearing Ratio (CBR) test. A comprehensive literature review was conducted to summarize the existing research on soil stabilization methods, the use of fibrous materials, and the significance of the CBR test in soil engineering. Key findings from the literature review highlighted the promising potential of fibrous materials, both natural and synthetic, in enhancing soil stability and load-bearing capacity. However, gaps and limitations in the current literature, such as inconsistencies in methodologies and the need for long-term performance studies, were identified, indicating areas for further research. Building upon the insights gained from the literature review, this study presents experimental investigations into subgrade soil stabilization using fibrous materials and CBR evaluation. Laboratory experiments were conducted to assess the effectiveness of various fibrous materials in improving soil properties, including shear strength and cohesion. The CBR test was employed to evaluate soil strength before and after stabilization, providing valuable insights into the performance of stabilization treatments. The findings of this study contribute to the understanding of soil stabilization techniques and evaluation methods, offering insights into the selection and application of fibrous materials for soil improvement. Moreover, this study highlights the importance of considering factors such as fiber type, distribution, and soil characteristics in stabilization treatments. Overall, this research provides a foundation for further studies aimed at optimizing soil stabilization techniques and enhancing the sustainability and resilience of infrastructure systems.

Keywords:

Subgrade soil stabilization, Fibrous materials, California Bearing Ratio (CBR) test, Soil engineering, Pavement engineering, Fibrous materials.

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