加载条件和粒径对颗粒材料黏结-滑移特征影响的研究
Influence of Loading Conditions and Particle Size on Stick-Slip Characteristics of Granular Materials
欧凡诣 1费建波 1马伟斌 2陈湘生3
作者信息
- 1. 极端环境岩土和隧道工程智能建养全国重点实验室(深圳大学),广东深圳 518060;矿山深井建设技术国家工程研究中心(深圳大学),广东深圳 518060;深圳大学土木与交通工程学院,广东深圳 518060
- 2. 高速铁路轨道系统全国重点实验室,北京 100081
- 3. 极端环境岩土和隧道工程智能建养全国重点实验室(深圳大学),广东深圳 518060;矿山深井建设技术国家工程研究中心(深圳大学),广东深圳 518060;深圳大学土木与交通工程学院,广东深圳 518060;高速铁路轨道系统全国重点实验室,北京 100081
- 折叠
摘要
将自然断层中常见的黏结-滑移现象和颗粒材料特性相结合,采用玻璃珠颗粒材料开展室内直剪试验和离散元数值分析,通过改变法向应力、剪切速率以及颗粒粒径,探究了加载条件和粒径大小对颗粒材料黏结-滑移特征的影响.模型试验和数值模拟结果表明:玻璃珠颗粒在受剪状态下发生周期性黏结-滑移,摩擦愈合和黏结-滑移周期是表征颗粒黏结-滑移特性的关键参数;摩擦愈合随剪切速率的增大而减小,随颗粒粒径的增大而增大,而法向应力对摩擦愈合影响较小;黏结-滑移周期和摩擦愈合表现出正相关,黏结-滑移周期随剪切速率增大而明显减小;颗粒间的摩擦咬合作用是影响黏结-滑移行为的重要因素.
Abstract
Combining the common bonding slip phenomena in natural faults with the characteristics of granular materials,in-door direct shear tests and discrete element numerical analysis using glass bead particles were conducted.By changing the normal stress,shear rate,and particle size,the influence of loading conditions and particle size on the stick-slip characteristics of granular ma-terials were investigated.Model experiments and numerical simulations indicate that glass bead particles exhibit periodic stick-slip un-der shear conditions,and the frictional healing and stick-slip period are key parameters characterizing the stick-slip characteristics of particles.The frictional healing decreases with increasing shear rate and increases with increasing particle diameter,while the normal stress has a smaller impact on the frictional healing.Stick-slip period and frictional healing show a positive correlation,with the stick-slip period significantly decreasing with increasing shear rate.The frictional interlocking between particles is an important factor influ-encing stick-slip behavior.
关键词
黏结-滑移/颗粒/双轴直剪试验/离散元/摩擦Key words
stick-slip/particle/biaxial direct shear test/discrete element/friction引用本文复制引用
基金项目
国家自然科学基金(5242200114)
国家自然科学基金(52178339)
高速铁路轨道技术国家重点实验室开放基金(2021YJ114)
出版年
2024
NETL
NSTL
万方数据