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- W2353581721 abstract "Stabilization of saline soil collected from Jiangsu coastal area was carried with self-made stabilizer SG-1,which compared with solidified soil stabilized by cement.The effect of dosage of the composite soil stabilizer and the curing age of the stabilized soil on unconfined compressive strength of solidified soil is analyzed.Meanwhile water resistance of the soil specimen stabilized by the composite soil stabilizer was also tested.Results showed that,the stabilized soil specimen with addition of 10%composite soil stabilizer presented its 7dcompressive strength 4.1MPa and water resistance coefficient 0.80 which are higher than soil stabilized by cement.The compressive strength increases with the increase of curing period and stabilizer content.The results from the scanning electron microscopy(SEM),X-ray diffraction tests show that when using the stabilizer SG-1to stabilize the saline soil,ettringite crystals are generated which fill the interspace and contribute the increase of compressive strength and water resistance." @default.
- W2353581721 created "2016-06-24" @default.
- W2353581721 creator A5063079955 @default.
- W2353581721 date "2014-01-01" @default.
- W2353581721 modified "2023-09-26" @default.
- W2353581721 title "Experimental Study on Soil Stabilized by SG-1 Soil Stabilizer" @default.
- W2353581721 hasPublicationYear "2014" @default.
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