Effects of Ice Content on Mechanical Behavior of Frozen Loess under Uniaxial Compression

Xiang Tian Xu; Cai Xia Fan; Jun Hong Yuan

doi:10.4028/www.scientific.net/AMR.919-921.666

Paper Titles

Analysis on the Influence of the Primary Consolidation Settlement of the e~p Curves and the Soil Bulk Density of the Soft Soil Foundation
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Characteristics of Xinjiang Bad Foundation Soil
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Discussion on Application of Empirical Formulas for Ultimate Bearing Capacity
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Effects of Ice Content on Mechanical Behavior of Frozen Loess under Uniaxial Compression
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Experimental Study of Meijiang Artificial Island Fill
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Effects of Ice Content on Mechanical Behavior of...

Effects of Ice Content on Mechanical Behavior of Frozen Loess under Uniaxial Compression

Abstract:

The uniaxial compressive tests on frozen loess with different ice content under loading rate of 1.25mm/min at-6°C are carried out to investigate the effects of ice content on the mechanical behavior of ice. The influence of ice content on stress-strain, elastic modulus, strength and failure strain of frozen loess are analyzed based on the experimental data. The results show that strength and failure strain increase with increasing of ice content. The elastic modulus first increase and then decrease with increasing of ice content.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

666-669

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.666

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Online since:

April 2014

Authors:

Xiang Tian Xu, Cai Xia Fan*, Jun Hong Yuan

Keywords:

Elastic Modulus, Failure Strain, Frozen Loess, Strength, Stress-Strain Curve

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