The Comparation Study of Strength Properties for Intact Loess and Remolded Loess

Kang Feng Yuan; Long Zhang; Hua Guo

doi:10.4028/www.scientific.net/AMR.838-841.825

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841The Comparation Study of Strength Properties for...

The Comparation Study of Strength Properties for Intact Loess and Remolded Loess

Abstract:

At present, the research is not enough for the correlation of structure and stress-strain characters in domestic.The paper aims how the change of water content and confining pressure influence the stress-strain characters of intact loess and remolded loess by consolidated drained triaxial shear test for the Shanxi loess.The results showed that: the intact loess have structure, and the strength of intact loess is larger than remolded loess in the same condition. With the increasing of water content or confining pressure, the stress-strain of intact loess and remolded loess will tend to coincide and the impact of structure feature for loess strength will weaken.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

825-828

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.825

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Online since:

November 2013

Authors:

Kang Feng Yuan*, Long Zhang, Hua Guo

Keywords:

Confining Pressure, Intact Loess, Remolded Loess, Stress-Strain, Water Content

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* - Corresponding Author

References

[1] LI Jian-zhong, PENG Fang-le, TATSUOKA Fumio. Stress-strain behaviour of clay with different water contents under different test conditions [J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3)：343-347, in Chinese.

Google Scholar

[2] MA Wei, WU Zi-wang, CHANG Xiao-xiao. Effects of consolidation process on stress-strain characters of tjaeles [J]. Rock and Soil Mechanics, 2000, 21(3)：198-200, in Chinese.

Google Scholar

[3] ZHANG Yong, KONG Ling-wei, MENG Qing-shan et, al. Normalized stress-strain behavior of Wuhan soft clay [J]. Rock and Soil Mechanics, 2006, 27(9)：1509-1513, in Chinese.

Google Scholar

[4] SONG Fei. The study on the stability and deformation mechanism of huazicun loess landslide [J]. SHANXI SCIENCE ﹠TECHNOLOGY of COMMUNICATIONS, 2012, 216(3)：13-15, in Chinese.

Google Scholar

[5] LI Xu-hua. The Rational Slope Type Research on Loess High Slope [J]. SHANXI SCIENCE﹠TECHNOLOGY of COMMUNICATIONS, 2012, 214(1): 29-30, in Chinese.

Google Scholar

[6] LIAO Xiong-hua, WANG Lei-xiao, ZHANG Ke-xu et, al. An inelasto-plastic constitutive model for soil[J]. Rock and Soil Mechanics, 2002(1): 41-45, in Chinese.

Google Scholar

[7] TANG Xin-fu，ZHAO Yun-gang. Effects of Moisture Content on the Shear Strength of a Compacted Clay [J]. Metal materials and metallurgy engineering , 2009, 37(3)：49-53, in Chinese.

Google Scholar