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Keywords: swell per cent
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Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2004) 8 (3): 127–135.
Published: 01 January 2004
... were determined. The soils were then mixed with the incinerator ash at 0%, 10%, 15%, 20%, 25% and 30% by dry weight of the soils. Liquid limit and plastic limit tests were performed on specimens after 24 h of curing, whereas tests for swell per cent and direct shear were carried out on specimens cured...
