Study of shear slip zone in direct shear test of granular materials based on photoelastic method
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Affiliation:

1.Jiangxi Provincial Key Laboratory of Geotechnical Engineering Infrastructure Security and Control; Engineering Research & Development Centre for Underground Technology of Jiangxi Province, East China Jiaotong University, Nanchang 330013, P. R. China;2.Faculty of Engineering; Engineering Research Center of Rock-Soil Drilling & Excavation and Protection of Ministry of Education, China University of Geosciences, Wuhan430074, P. R. China

Clc Number:

TU411.7

Fund Project:

National Natural Science Foundation of China (Nos. 51968023, 51768021, U1934208, 51878276, 51725802)

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    Abstract:

    The development pattern and distribution characteristics of the shear zone of the particle direct shear test determine the strength of the particle body, but it is not easy to observe. The direct shear test of transparent polycarbonate particles was carried out using a homemade test device. Based on the principle of photoelastic method, the development process of force chain, the development pattern of main contact angle and shear slip surface of particles were studied by observing the shear mechanical properties, stress chain distribution and displacement field of particles, and the simulation analysis was carried out in PFC2D. The tests show that: the stress shielding phenomenon exists in the force chain distribution of the particle system during the direct shear process; the strong force chain, contact angle and main stress direction of the particle system are deflected, and the deflection characteristics are basically the same; the particles form an arch-shaped shear slip surface during the shear process, and form an arch-shaped slip shear zone together with the horizontal shear surface. The arch slip zone forms at the beginning of shear and continues throughout the shear process. At peak shear stress, the height of the arch-slip zone is proportional to the initial normal force and is between (13-15) d50 thick. The arch slip zone gradually decreases during the residual stress phase, and the arch slip zone gradually tends to a steady state, and the height of the arch slip zone under different initial normal forces does not differ significantly during the residual stress phase, while thickness varies between (8-9) d50.

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胡文韬,肖劲,尹江灏,耿大新,徐长节,李顺文,吴文兵.基于光弹法的颗粒材料直剪试验剪切滑移区研究[J].土木与环境工程学报(中英文),2025,47(3):12~20

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History
  • Received:November 23,2022
  • Revised:
  • Adopted:
  • Online: May 21,2025
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