The Study of Stabilization of Hydraulic Fill Sand and Silt Mixture in Coastal Area

Zhan Guo Li; Hai Yan Zhao; Xin Huang; Yin Cheng

doi:10.4028/www.scientific.net/AMR.763.254

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The Study of Stabilization of Hydraulic Fill Sand and Silt Mixture in Coastal Area
p.254

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 763The Study of Stabilization of Hydraulic Fill Sand...

The Study of Stabilization of Hydraulic Fill Sand and Silt Mixture in Coastal Area

Abstract:

In this paper, relevant experiments had been conducted on the stabilized mixture of hydraulic fill sand and silt in coastal areas, include the study of optimum mixing ratio of hydraulic fill sand and silt and the appropriate curing agent; as well as the change law for the strength of solidified sediment mixture with different curing agent content. The results show that strength of the stabilized mixture showed the highest when mass ratio of hydraulic fill sand and silt was 60% :40%, and using G2 as the curing agent. Strength of stabilized sediment mixture all increased in different degrees as the mixing amount of curing agent increased.

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Periodical:

Advanced Materials Research (Volume 763)

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254-258

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.763.254

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Online since:

September 2013

Authors:

Zhan Guo Li, Hai Yan Zhao, Xin Huang, Yin Cheng

Keywords:

Highway Subgrade, Hydraulic Fill Sand, Silt, Stabilization, Strength

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