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- W2362231039 abstract "By adding nano-silica into shrinkage-compensating concrete in different contents, anti-sulfate erosion experiment is conducted. Then the influence of nano-silica contents is investigated by analyzing compressive strength and splitting tensile strength before and after sulfate erosion. The results show that adding nano-silica could effectively improve the compressive and tensile performance of shrinkage-compensating concrete after sulfate erosion, and when nano-silica content is 0.6%, the effect is the best. While double mixing 0.6% nano-silica and 1.2% steel fiber could further improve the sulfate resistance of shrinkage-compensating concrete." @default.
- W2362231039 created "2016-06-24" @default.
- W2362231039 creator A5023984232 @default.
- W2362231039 date "2013-01-01" @default.
- W2362231039 modified "2023-09-25" @default.
- W2362231039 title "Performance Analysis on Compressive Strength and Splitting Tensile Strength of the Nano-silica Modified Shrinkage-compensating Concrete under Sulfate Erosion" @default.
- W2362231039 hasPublicationYear "2013" @default.
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