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Kuttanad silt is an important soil group, well known for its low shear strength and high compressibility. The typical Kuttanad soil consists primarily of silt and clay fractions. These soils are low strength soft clay or silt deposits and this study focuses on the influence of sustainable biopolymers on kuttanad silt. The natural water content of the soil here is very high and close to liquid limit. This paper discusses the stabilization of Kuttanad soil using biopolymer (Xanthan gum). A laboratory study was conducted on Kuttanad soil treated with Xanthan Gum, and variation in soil properties such as unconfined compressive strength and hydraulic conductivity was analysed. The biopolymer was added in different percentages so as to identify an optimum dosage.
"IMPROVEMENT OF ENGINEERING PROPERTIES OF KUTTANAD SILT USING XANTHAN GUM", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.8, Issue 4, page no.765 - 769, April-2023, Available :http://www.ijrti.org/papers/IJRTI2304127.pdf
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2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator