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- W2355669993 abstract "Soil-cement usually is in corrosive circumstance when soft soil in the inshore area is improved with soil-cement mixing method. The systematic investigation into the effect of nanometer silica powder(NSP) on the corrosion resistance of soil-cement can provide useful data for the design and construction of soil-cement mixed with soft soil in the inshore area. The mucky soil was drilled from a place in the Delta of the Pearl River. The NSP of different blend ratio, added to the soil samples with natural water content, made soil-cement samples. The soil-cement samples were then cured in the corrosive circumstance of sulfate aqueous solution and in the water for different ages, followed by the measurement of the unconfined compression strength(UCS). Therefore, the variation laws of the strength of soil-cement with the blend ratio of NSP and with the corrosive curing circumstances were obtained, thus coming to the conclusions that the NSP more obviously increases the UCS of soil-cement at the age of long time than of short time, that the sulfate corrosive circumstance in which the secondary hydration reaction between the NSP and the hydration product of cement is accelerated can increase the UCS of soil-cement mixed with NSP by a big margin, that the UCS of soil-cement with 0.02 to 0.04 in the blend ratio of NSP, cured in the circumstance of sulfate solution is higher 2 to 3 times than that with no NSP, cured in the same circumstance at the age of 180 days." @default.
- W2355669993 created "2016-06-24" @default.
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- W2355669993 date "2007-01-01" @default.
- W2355669993 modified "2023-09-26" @default.
- W2355669993 title "Study on Corrosion Resistance of Soil-cement Mixed with Nanometer Silica Powder" @default.
- W2355669993 hasPublicationYear "2007" @default.
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