2019
DOI: 10.7763/ijet.2019.v11.114310.7763/ijet.2019.v11.1143
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Compressive Strength of Marginal Lateritic Soil Stabilized

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Cited by 3 publications
(3 citation statements)
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“…The increase in the Na 2 SiO 3 :NaOH ratio increased the unconfined compressive strength of soil stabilized with bottom ash geopolymers [136]. This is due to the reaction of silica and alumina from the ash with the silica from Na2SiO 3 , leading to C-S-H and C-A-H gels.…”
Section: Soilmentioning
confidence: 95%
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“…The increase in the Na 2 SiO 3 :NaOH ratio increased the unconfined compressive strength of soil stabilized with bottom ash geopolymers [136]. This is due to the reaction of silica and alumina from the ash with the silica from Na2SiO 3 , leading to C-S-H and C-A-H gels.…”
Section: Soilmentioning
confidence: 95%
“…The development of strength can be attributed to the flocculation and agglomeration of soil particles with the dissolving of silica and alumina species as well as the production of hydration gels, leading to a dense structure. The increase in the Na2SiO3:NaOH ratio increased the unconfined compr strength of soil stabilized with bottom ash geopolymers [136]. This is due to the re of silica and alumina from the ash with the silica from Na2SiO3, leading to C-S-H a A-H gels.…”
Section: Soilmentioning
confidence: 96%
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