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Effect of grain size on the strength characteristics of cement-stabilized lateritic soils

โœ Scribed by Fola Lasisi; A.M. Ogunjide


Publisher
Elsevier Science
Year
1984
Tongue
English
Weight
409 KB
Volume
19
Category
Article
ISSN
0360-1323

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โœ M.D. Cohen; C.W. Richards ๐Ÿ“‚ Article ๐Ÿ“… 1982 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 530 KB

In tests conducted on blended Type K expansive cements, it was observed that in fine blends, the main expanding particles (C4A3~) and sulfates deplete faster compared to identical coarser blends because the fine blends have a larger number of expansive sites. This can decrease the expansion time and