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Scheffe optimization of swelling, California bearing ratio, compressive strength, and durability potentials of quarry dust stabilized soft clay soil
(Materials Science for Energy Technologies, 2019)
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 ...
Sorptivity, swelling, shrinkage, compression and durability of quarry dust treated soft soils for moisture bound pavement geotechnics
(Journal of Materials Research and Technology, 2019)
The failure of pavement foundation materials as hydraulically bound materials is a worri-some condition facing pavement infrastructures in the developing world. Capillary action leads to swelling and shrinkage, compressive ...