Use of Stabilized Lateritic and Black Cotton Soils as a Base Course Replacing Conventional Granular Layer in Flexible Pavement

The present work investigates the improved properties of lateritic and black cotton soils stabilized with ground granulated blast furnace slag (GGBFS) and alkali solutions. The alkali solution includes a mixture of sodium hydroxide and sodium silicate. The lateritic and black soils are treated with...

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Bibliographic Details
Published in:	International journal of geosynthetics and ground engineering Vol. 6; no. 1
Main Authors:	Amulya, S., Ravi Shankar, A. U.
Format:	Journal Article
Language:	English
Published:	Cham Springer International Publishing 2020 Springer Nature B.V
Subjects:	Aluminosilicates Aluminum Ambient temperature Base course Building Materials Calcium aluminum silicates Calcium ions Calcium silicate hydrate Compressive strength Cotton Crystal structure Curing Engineering Environmental Science and Engineering Fatigue life Flexible pavements Flexing Foundations Geoengineering GGBS Granulation Hydraulics Original Paper Silicon dioxide Sodium hydroxide Sodium silicates Soil analysis Soil investigations Soil stabilization Soil stresses Soils Black cotton soil Durability Alkali solutions Microstructure Lateritic soil Stress–strain analysis
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