Resilient Soft Clay Ground Enhancement with Eggshell Lime and Rice Husk Ash
Received Date: Sep 01, 2024 / Published Date: Sep 29, 2024
Abstract
Soft clay soils, characterized by their low shear strength and high compressibility, pose significant challenges in construction and civil engineering. Traditional stabilization methods often involve high costs and environmental impacts. This study explores the use of eggshell lime and rice husk ash as sustainable alternatives for enhancing the resilience of soft clay grounds. Eggshells, when processed into lime, and rice husk ash, a by-product of rice milling, exhibit pozzolanic properties that improve soil strength and durability. The combined use of these materials results in enhanced soil stabilization through increased compressive strength, reduced plasticity, and improved resistance to moisture variation. This method not only offers an eco-friendly solution but also reduces construction costs by utilizing readily available, low-cost materials. Field applications demonstrate the practical benefits of this approach, making it a promising technique for sustainable soil improvement in various construction contexts.
Citation: Nasrin N (2024) Resilient Soft Clay Ground Enhancement with EggshellLime and Rice Husk Ash. J Nutr Sci Res 9: 278.
Copyright: © 2024 Nasrin N. This is an open-access article distributed under theterms of the Creative Commons Attribution License, which permits unrestricteduse, distribution, and reproduction in any medium, provided the original author andsource are credited.
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