Study of Correlation on Unconfined Compressive Strength between Different Soil

Xia Zhao

doi:10.4028/www.scientific.net/AMR.838-841.926

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Study of Correlation on Unconfined Compressive...

Study of Correlation on Unconfined Compressive Strength between Different Soil

Abstract:

Take the silty clay and clay as the research object, the correlation between bulk density, moisture content, cohesion, friction angle and unconfined compressive strength was analyzed using laboratory tests, and the results showed that soil cohesion, friction angle and unconfined compressive strength with good correlation, the correlation coefficients were all above 0.9, while severe and soil moisture content and unconfined compressive strength of correlation is weak, followed by the correlation formulas of the index and unconfined compressive strength were established, these formulas can used to predict the unconfined compressive strength of soil.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

926-929

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.926

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Online since:

November 2013

Authors:

Xia Zhao

Keywords:

Clay, Correlation between, Silty Clay, Unconfined Compressive Strength

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