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Due to their increased sodium concentration, dispersive soils are particularly prone to erosion, and when there is moving water nearby, the soil deflocculates. The attractive forces are weaker than the repulsive forces when the system is saturated, which allows the particles to separate and move in suspension. In this experiment, bottom ash has been used to try to stabilize the dispersive soil. First, the compaction properties of four distinct bottom ash-soil combinations (10%, 15%, 20%, and 25%, by dry weight of soil) and the untreated soils were assessed at standard compaction energy. Unconfined compression experiments on untreated soils and four different bottom ash-soil mixtures (10%, 15%, 20%, and 25% by dry weight of soil) were conducted after 3,5,and 7 day curing periods in order to take compaction characteristics into consideration. Unconfined compression tests on a total of four distinct bottom ash-soil combinations were conducted, and the findings showed that increases the bottom ash percentage increases its strength and decreases the dispersitivity.It has been demonstrated that bottom ash can replace other materials used in soil stabilization, having significant positive effects on the economy and the environment.
"STUDY ON DISPERSIVE SOIL WITH BOTTOM ASH", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.8, Issue 4, page no.1377 - 1379, April-2023, Available :http://www.ijrti.org/papers/IJRTI2304225.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