Experimental Study of Shear Strength of Loess under Freeze-thaw Cycles

Authors

  • Sen Li
  • Peng Deng

DOI:

https://doi.org/10.54691/f5tr1p71

Keywords:

Loess; Freeze-thaw Cycle; Cohesion; Internal Friction Angle; Shear Strength.

Abstract

In order to study the shear strength characteristics of loess under the action of freeze-thaw cycle, through the freeze-thaw test, straight shear test, to analyze the change rule of water content and freeze-thaw cycle on loess cohesion, internal friction angle and shear strength. The test results show that: loess cohesion gradually decreases with the increase of water content and the number of freeze-thaw cycles, when the freeze-thaw 7 times, the change of cohesion gradually tends to stabilize; the angle of internal friction decreases gradually with the increase of water content and the number of freeze-thaw cycles, but the rate of decrease is smaller than the rate of cohesion; the change of shear strength is affected by the cohesion more than the angle of internal friction, and the shear strength at different times of freezing and thawing increased linearly with the vertical stress, and the relationship equations between the shear strength and the water content and the number of freezing and thawing cycles were established.

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References

Zhang Hui, Wang Tiexing, Luo Yang. Study on freeze-thaw strength of unsaturated primary loess[J]. Journal of Northwest Agriculture and Forestry University (Natural Science Edition),2015,43(4): 210-214.

Zhang Quan, Zhang Yanyang, Zhang Zizhao, et al. Characteristics of deterioration of Yili loess under freeze-thaw cycle and its influence on landslide stability[J]. Journal of Engineering Geology,2023, 31(4):1319-1332.

Wang Zhaquan, Xu Jian, Zheng Xiang, Ren Jianwei. Stability analysis of loess slopes under repeated freezing and thawing conditions[J]. The Chinese Journal of Geological Hazards and Control,2017, 28(2):15-21.

Wu Dan. Study on the influence of freezing and thawing cycling on the properties of loess roadbed and slope stability [D]. Taiyuan: Taiyuan University of Technology,2017.

Chou Yaling, Liu Liping, Mao Jianxun, et al. Effect of freezing and thawing on the shear performance of artificially structured loess[J]. Journal of Lanzhou University of Technology,2014,40(4):115-119.

NI Wankui, Shi Huaqiang. Effects of freeze-thaw cycling on the microstructure and strength of loess[J]. Journal of Glacial and Geocryology,2014,36(4):922-927.

Zhou Zhijun, Lv Dawei, Song Wei, et al. Performance test of freeze-thaw loess based on moisture content and temperature change[J]. China Journal of Highway and Transport,2013,26(3):44-49.

Dong Xiaohong, Zhang Aijun, Lian Jiangbo, et al. Laboratory study on shear strength deterioration of loess with long-term freeze-thaw cycles[J]. Journal of Engineering Geology,2010,18(6):887-893.

Zhang Fengfan. Research on freezing and expansion mechanism of seasonal permafrost structures and its application[D]. Changchun: Jilin University,2008.

Sun Qiang, Zhao Junping, et al. Stability analysis of soil slopes based on tribological principles[J]. Journal of Changjiang River Scientific Research Institute,2008,25(5):111-114.

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Published

2024-05-22

Issue

Section

Articles

How to Cite

Li, S., & Deng, P. (2024). Experimental Study of Shear Strength of Loess under Freeze-thaw Cycles. Frontiers in Science and Engineering, 4(5), 16-23. https://doi.org/10.54691/f5tr1p71