Scheffe optimization of swelling, California bearing ratio, compressive strength, and durability potentials of quarry dust stabilized soft clay soil

Scheffe optimization of swelling, California bearing ratio, compressive strength, and durability potentials of quarry dust stabilized soft clay soil

Scheffe’s second degree polynomial was used to formulate models for predicting the swelling potential, California bearing ratio, unconfined compressive strength and loss of strength on immersion durability of quarry dust treated soil. These models could predict the swelling potential, California bea...

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Bibliographic Details
Main Authors: Kennedy Onyelowe, George Alaneme, Clifford Igboayaka, Francis Orji, Henry Ugwuanyi, Duc Bui Van, Manh Nguyen Van
Format: Article
Language:English
Published: KeAi Communications Co., Ltd. 2019-04-01
Series:Materials Science for Energy Technologies
Online Access:http://www.sciencedirect.com/science/article/pii/S2589299118301277

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http://www.sciencedirect.com/science/article/pii/S2589299118301277

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