Evaluation of Unconfined Compression Strength Value of Expansive Soil Stabilized Fly Ash
نویسندگان
چکیده
Abstract Expansive soils are referred to as swelling a result of changes or modifications in the water content soil. This study aims determine how addition fly ash affects value expansive soil's free compressive strength well curing period that has been stabilized with ash. Variations were made by 5%, 10%, 20%, and 25% times 0 days, 7 14 28 days see adding affected Free Compressive Strength Value. The increases is increased percentage time extended. variation 10% 31,622 kg/cm2 produced best value. variant 28-day maximum kg/cm2.
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ژورنال
عنوان ژورنال: IOP conference series
سال: 2022
ISSN: ['1757-899X', '1757-8981']
DOI: https://doi.org/10.1088/1755-1315/1117/1/012058