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- W3105152793 abstract "Construction of buildings and other engineering structures on the expansive soil is risky due to its high compressibility, low shear strength and unequal settlement. Expansive soils like clayey soil always create a problem in foundation. The problems involved during foundation are swelling, shrinkage characteristics of soil. An experimental study is carried out to improve the stability of the clayey soil using Ground Granulated Blast Furnace Slag (GGBS) and 12 M Sodium Hydroxide (NaOH). The Alkali to Binder ratio (A/B) maintained is 0.40 and 0.60. The amount of GGBS percentage added to the soil is 6%, 12%, 18% and 24%. The strength of the soil is tested at the 7th, 14th and the 28th day using the Unconfined Compressive Strength Test. The strength achieved at the 28th day for the Alkali to Binder ratio (A/B) of 0.60 for different percentages of GGBS is 580 KPa, 1880 KPa, 2803 KPa, 4062 KPa." @default.
- W3105152793 created "2020-11-23" @default.
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- W3105152793 date "2021-01-01" @default.
- W3105152793 modified "2023-09-25" @default.
- W3105152793 title "Alkali activation of clayey soil using GGBS and NaOH" @default.
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- W3105152793 doi "https://doi.org/10.1016/j.matpr.2020.10.044" @default.
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