Paper Title
Stabilization of subgrade soil using Lime and Stone Dust
Article Identifiers
Authors
Suhashinee Bezbaruah , Anudit das , Dr. Prasanna Kumar Khaund , Arantara Choudhury , Sikha Rani Dutta
Keywords
Soil Stabilization, Lime, Stone Dust, Subgrade, Maximum Dry Density, Optimum Moisture Content, California Bearing Ratio
Abstract
This study has been undertaken to highlight the importance of modifying poor quality soil at construction sites through soil stabilization techniques. Various approaches are employed to enhance the soil's geotechnical properties, such as compressibility, strength, permeability, and durability. However, the use of stabilizing agents like lime and stone dust in soil stabilization is not widely practiced in India due to issues and lack of standardized data. In this project, 3%, 5%, 7% and 10% lime by weight is added to three soil samples collected from different locations to obtain a comparative study. The variations in Maximum Dry Density, Optimum Moisture Content, and California Bearing Ratio serve as a basis for stabilizing subgrade soil in Assam, aiming to develop a suitable soil mix for weather conditions in the region.
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How To Cite (APA)
Suhashinee Bezbaruah, Anudit das, Dr. Prasanna Kumar Khaund, Arantara Choudhury, & Sikha Rani Dutta (May-2023). Stabilization of subgrade soil using Lime and Stone Dust. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 8(5), i174-i186. https://ijnrd.org/papers/IJNRD2305823.pdf
Issue
Volume 8 Issue 5, May-2023
Pages : i174-i186
Other Publication Details
Paper Reg. ID: IJNRD_197291
Published Paper Id: IJNRD2305823
Downloads: 000121984
Research Area: Engineering
Country: Jorhat, Assam, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD2305823.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2305823
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Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)
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This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition
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