The Establishment of the Peat Soil Curing Model with Unconfined Compressive Strength

Jing Wei Wang; Wen Pan; Zhuo Yin Jiang

doi:10.4028/www.scientific.net/AMR.1030-1032.912

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1030-1032The Establishment of the Peat Soil Curing Model...

The Establishment of the Peat Soil Curing Model with Unconfined Compressive Strength

Abstract:

This article discussed the applicability of the curing agent, the growth and change of the peat soil curing unconfined compressive strength and under the different variables (such as cement, curing agent formula, construction waste, age). We get the strength increase model by analyzing the results of peat soil solidification formula experiment. Regress equation about the cement dosage, curing agent, content of construction waste residue, age and principal component values was built by using the regression analysis.

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Periodical:

Advanced Materials Research (Volumes 1030-1032)

Pages:

912-915

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1030-1032.912

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Online since:

September 2014

Authors:

Jing Wei Wang*, Wen Pan, Zhuo Yin Jiang

Keywords:

Curing Agent, Strength Model, Unconfined Compressive Strength

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* - Corresponding Author

References

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