Title of article
ROLE OF PHOSPHOGYPSUM AND CERAMIC DUST IN AMENDING THE EARLY STRENGTH DEVELOPMENT OF A LIME STABILIZED EXPANSIVE SOIL
Author/Authors
james, jijo tagore engineering college - department of civil engineering, India , pandian, p. kasinatha karpaga vinayaga college of engineering and technology - department of civil engineering, India
From page
38
To page
49
Abstract
This investigation delves into the potential of two solid wastes viz. Phosphogypsum (PG) and Ceramic Dust (CD) in enhancing the development of the early strength of an expansive soil. The minimum lime content required for modification of the soil called as Lime Modification Optimum (LMO) was determined using pH test. The expansive soil was then stabilized using one lime content chosen below LMO and another lime content chosen above LMO. These two lime contents were amended with varying doses of the two solid wastes. The unconfined compressive strength of the stabilized soil combinations with and without additives was determined after curing for three different periods of 2 hours, 3 days and 7 days. The results of the strength tests were analyzed and compared for the two solid wastes adopted as additives. The results showed that PG enabled a quicker development of strength of the lime stabilized soil whereas CD did not have much of an influence on the early strength of the stabilized soil.
Keywords
Expansive soil , lime stabilization , phosphogypsum , ceramic dust , early strength , unconfined compression.
Journal title
International Journal Of Sustainable Construction Engineering and Technology
Journal title
International Journal Of Sustainable Construction Engineering and Technology
Record number
2604368
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