Stabilization of Expansive Clays Using Granulated Blast Furnace Slag (GBFS) and GBFS-Cement

Date

2009-08-01

Author

Çokça, Erdal
Ozaydin, Vehbi

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Expansive clays undergo swelling when subjected to water. This can cause damage, especially to light weight structures, water conveyance canals, lined reservoirs, highways, and airport runways unless appropriate measures are taken. In this study, granulated blast furnace slag (GBFS) and GBFScement (GBFSC) were utilized to overcome or to limit the expansion of an artificially prepared expansive soil sample (sample A). GBFS and GBFSC were added to sample A in proportions of 5-25% by weight. The effects of these stabilizers on grain size distribution, Atterberg limits, swelling percentage and rate of swell of soil samples were determined. GBFS and GBFSC were shown to successfully decreasing the total amount of swell while increasing the rate of swell.

Subject Keywords

Expansive soil, Granulated blast, Furnace slag, Granulated blast furnace slag cement, Leachate analysis, Soil stabilization, Swelling potential

URI

https://hdl.handle.net/11511/56237

Journal

GEOTECHNICAL AND GEOLOGICAL ENGINEERING

DOI

https://doi.org/10.1007/s10706-008-9250-z

Collections

Department of Civil Engineering, Article

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Citation Formats

E. Çokça and V. Ozaydin, “Stabilization of Expansive Clays Using Granulated Blast Furnace Slag (GBFS) and GBFS-Cement,” GEOTECHNICAL AND GEOLOGICAL ENGINEERING, pp. 489–499, 2009, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/56237.