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Journal of Engineering and Applied Sciences
Study of the lime-stabilized soil.
Author(s)
Sardar Khan
Civil Engineering Department, NWFP University of Engineering & Technology, Peshawar, Pakistan
Ghulam Ruhullah Khan
Civil Engineering Department, NWFP University of Engineering & Technology, Peshawar, Pakistan
Abstract
The study indicates that with the increase of lime, the density and compressive strength increases reaching a max which with the further increase of lime decreases the density and strength. Hence it shows that there is certain optimum lime content which gives the max density and compressive strength. Hence it shows that there is certain optimum lime content which gives the max density and compressive strength. For this study the optimum lime content is 6% for this particular soil.
Publication Details
Page(s)
65-68
DOI
DOI not available
Published
Journal: Journal of Engineering and Applied Sciences, Volume: 6, Issue: 1, Year: 1987
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