Shear characteristics of granular materials with different friction coefficients based on ring shear test

Granular Matter - Tập 26 - Trang 1-18 - 2024
Wenqing Niu1, Hu Zheng1,2,3, Changju Yuan1, Wuwei Mao1,2, Yu Huang1,2
1Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, China
2Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai, China
3State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China

Tóm tắt

Interparticle friction is an intrinsic property of particles, which plays an important role in the macroscopic and microscopic shear mechanical properties of granular materials. In this research, we investigate the shear behavior of granular materials with different friction coefficients using ring shear tests. The particle image velocimetry (PIV) technique was also used to analyze the shear flow characteristics. The results indicate that the peak shear strength of granular materials increases with the increase in shear rates, especially for granular materials with high friction coefficients. The shear stress fluctuation difference is smaller under low normal stress. Under high normal stress, the shear stress fluctuation of granular materials with high friction coefficient is higher than that of granular materials with low friction coefficient. In addition, the shear stress fluctuation shows a trend of increasing with the increase of shear rates. The range of the liquid phase flow region of granular materials decreases with the increase of friction coefficient and normal stress. This work reveals the shear flow characteristics of granular materials under different conditions, which can provide reference for the flow processes of geological disasters such as landslides and debris flows.

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