Experimental Research on the Mechanical Properties of Compacted Cement Soil in Collapsible Loess Area and Engineering Application

Ying Xia Yu; Yu Feng Jiao; Bin Liang; Wei Zhang

doi:10.4028/www.scientific.net/AMR.250-253.421

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Experimental Research on the Mechanical Properties...

Experimental Research on the Mechanical Properties of Compacted Cement Soil in Collapsible Loess Area and Engineering Application

Abstract:

Based on the compaction test and unconfined compression test of cement soil, the optimum water content is ascertained. The relationship is studied about cement content, curing time and unconfined compression strengths, ultimate strain of compacted cement soil in this paper. The results indicate that the unconfined compression strengths increase in linear with the increase of curing time and cement content on the whole, and the ultimate strains decrease with the increase of cement content and curing time. The results provide theoretical basis for rational construction mixture ratio and parameter which have been successfully used to a project and achieved good economic benefit.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

421-424

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.421

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Online since:

May 2011

Authors:

Ying Xia Yu, Yu Feng Jiao, Bin Liang, Wei Zhang

Keywords:

Compacted Cement Soil, Engineering Application, Ultimate Strai, Unconfined Compressive Strength (UCS)

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References

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