Testing Researches on Mixing Proportion of Consolidator-Mixed Pile Composite Foundation

Guo Zhi Zhang; Dong Liang Xun; Fu Quan Ji; Zhao Yang

doi:10.4028/www.scientific.net/AMM.238.196

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Testing Researches on Mixing Proportion of...

Testing Researches on Mixing Proportion of Consolidator-Mixed Pile Composite Foundation

Abstract:

By the laboratory tests of mixing proportion, this paper contrastively analyzes the consolidation instances of silt with HEC, HAS and cement, also emphatically discusses the influence regularities of the unconfined compression strength of solidified silt with the following factors such as the dose of consolidators and the curing time, which provide reliable data for situ tests. According to the test results in site, the optimum mixing proportion for consolidator-mixed pile is HAS with 12% dose. The result can be used as reference for the optimum mixing proportion design of consolidator-mixed pile composite foundation.

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Periodical:

Applied Mechanics and Materials (Volume 238)

Pages:

196-200

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.196

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Online since:

November 2012

Authors:

Guo Zhi Zhang, Dong Liang Xun, Fu Quan Ji, Zhao Yang

Keywords:

Composite Foundation, Consolidator, Mixed Pile, Mixing Proportion, Silt

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