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2004•Rock and Soil MechanicsRequires access

Study of stabilized silt in Xu-Su area

Xun Hai-jun

Open publisher page 3 citations

Abstract

The test study on the silt of Xu-Su district in Jiangsu Province has been carried out. The results show that the silt of this area is of weak plasticity, low cohesiveness, high dispersion and low strength. The lime, cement adding lime, and stabilizer SEU-2 have been used to stabilize the silt respectively. The data of unconfined compression strength and dry-shrinkage tests show that the stabilizing effect of the stabilizer SEU-2 is the best one.

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What this paper is about

The test study on the silt of Xu-Su district in Jiangsu Province has been carried out. The results show that the silt of this area is of weak plasticity, low cohesiveness, high dispersion and low strength. The lime, cement adding lime, and stabilizer SEU-2 have been used to stabilize the silt respectively. The data of unconfined compression strength and dry-shrinkage tests show that the stabilizing effect of the stabilizer SEU-2 is the best one.

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OpenAlex reports 3 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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Available abstract

The test study on the silt of Xu-Su district in Jiangsu Province has been carried out. The results show that the silt of this area is of weak plasticity, low cohesiveness, high dispersion and low strength. The lime, cement adding lime, and stabilizer SEU-2 have been used to stabilize the silt respectively. The data of unconfined compression strength and dry-shrinkage tests show that the stabilizing effect of the stabilizer SEU-2 is the best one.

Key concepts: Lime, Silt, Geotechnical engineering, Shrinkage, Stabilizer (aeronautics), Expansive, Atterberg limits, Cement

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