基于光弹法的颗粒材料直剪试验剪切滑移区研究
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作者:
作者单位:

1.华东交通大学 江西省岩土工程基础设施安全与控制重点实验室;江西省地下空间技术开发工程研究中心,南昌 330013;2.中国地质大学 工程学院;岩土钻掘与防护教育部工程研究中心,武汉 430074

作者简介:

胡文韬(1986- ),男,副教授,从事地基动力分析研究,E-mail:walter@ecjtu.edu.cn。
HU Wentao (1986- ), associate professor, main research interest: foundation vibration analysis, E-mail: walter@ecjtu.edu.cn.

通讯作者:

中图分类号:

TU411.7

基金项目:

国家自然科学基金(51968023、51768021、U1934208、51878276、51725802)


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

Fund Project:

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

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    摘要:

    颗粒直剪试验剪切带的发展规律和分布特征决定了颗粒体强度,但不易观测。采用自制的试验装置对透明聚碳酸酯颗粒进行直剪试验,基于光弹法原理,通过对颗粒剪切力学特性、应力链分布、位移场的观测,研究颗粒的力链发展过程、主接触角及剪切滑移面的发展规律,并在PFC2D离散元软件中进行模拟分析。结果表明:直剪过程中颗粒体系的力链分布存在应力屏蔽现象;颗粒体系的强力链、接触角及主应力方向发生了偏转,且偏转特征基本一致;颗粒在剪切过程中形成拱形剪切滑移面,与水平剪切面共同形成拱形滑移剪切区。拱形滑移区在剪切初期形成,且在整个剪切过程中一直持续。在剪切应力峰值时,拱形滑移区的高度与初始法向力成正比,厚度在(13~15)d50之间。拱形滑移区在应力残余阶段逐渐减小,趋于稳定状态,且不同初始法向力下的拱形滑移区在应力残余阶段的高度相差不大,厚度在(8~9)d50之间。

    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. HU Wentao, XIAO Jin, YIN Jianghao, GENG Daxin, XU Changjie, LI Shunwen, WU Wenbing. Study of shear slip zone in direct shear test of granular materials based on photoelastic method[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2025,47(3):12-20.10.11835/j. issn.2096-6717.2023.033

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  • 收稿日期:2022-11-23
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  • 在线发布日期: 2025-05-21
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