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Compressive Strength of CDW-Geopolymer Soil by Tasbirul Hussain is a document available to read on EtoBox.

This study explores the stabilization of clay soil using construction and demolition waste (CDW) as a geopolymer binder, focusing on the effects of varying amounts of CDW, curing times, and alkali activator concentrations on the unconfined compressive strength (UCS) of the soil. Results indicate that the UCS of stabilized soil can be significantly higher than that of unstabilized soil, with optimal conditions identified for enhancing strength. The research also highlights the environmental benefits of using

Author

Tasbirul Hussain

Language

EN