Plasticity, Swell-Shrink, and Microstructure of Phosphogypsum Admixed Lime Stabilized Expansive Soil

The study involved utilization of an industrial waste, Phosphogypsum (PG), as an additive to lime stabilization of an expansive soil. Three lime dosages, namely, initial consumption of lime (ICL), optimum lime content (OLC), and less than ICL (LICL), were identified for the soil under study for stab...

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Bibliographic Details
Main Authors: Jijo James, P. Kasinatha Pandian
Format: Article
Language:English
Published: Wiley 2016-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2016/9798456
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