岩土力学 ›› 2024, Vol. 45 ›› Issue (7): 1967-1975.doi: 10.16285/j.rsm.2023.1297

• 基础理论与实验研究 • 上一篇    下一篇

基于体积变化的珊瑚砂砾破碎率研究

王步雪岩1, 2,孟庆山2,3,钱建固1   

  1. 1.同济大学 地下建筑与工程系,上海 200092;2.中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071; 3.桂林理工大学 土木与建筑工程学院,广西 桂林 541004
  • 收稿日期:2023-08-30 接受日期:2024-01-02 出版日期:2024-07-10 发布日期:2024-07-19
  • 通讯作者: 孟庆山,男,1974年生,博士,研究员,博士生导师,主要从事珊瑚岛礁工程地质与力学特性方面的研究工作。E-mail: qsmeng@whrsm.ac.cn
  • 作者简介:王步雪岩,男,1994年生,博士,主要从事岩土介质破碎特性方面的研究。E-mail: wangbuxueyan@163.com
  • 基金资助:
    中央高校基本科研业务费专项资金(No. 2023-2-ZD-08);国家自然科学基金(No. 41877267)。

Breaking rate of coral sand and gravel based on volume change

WANG Bu-xue-yan1, 2, MENG Qing-shan2, 3, QIAN Jian-gu1   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3.College of Civil Engineering and Architecture, Guilin University of Technology, Guilin, Guangxi 541004, China
  • Received:2023-08-30 Accepted:2024-01-02 Online:2024-07-10 Published:2024-07-19
  • Supported by:
    This work was supported by the Special Fund for Basic Scientific Research Business Expenses of Central Universities (2023-2-ZD-08) and the National Natural Science Foundation of China (41877267).

摘要: 颗粒材料的破碎行为广泛地存在于各个领域内,且对散粒体材料的力学性能有较大影响。对颗粒破碎行为的大量研究皆建立在合理可靠的破碎率计算方法上。针对现有方法不能准确评估不规则形貌颗粒(以珊瑚砂砾为典型代表)破碎率的现状,提出了以颗粒体积作为基础参数的颗粒破碎率计算方法,对原有的基于颗粒粒径的Hardin破碎率计算公式进行了改进,可以更好地评估不规则颗粒破碎率。通过不同形状珊瑚砂砾的颗粒破碎试验,对上述理论公式进行了可靠性验证,进而分析了传统方法产生误差的原因。通过试验得出了不同形状颗粒在不同压力下、不同算法下的破碎率值。结合试验过程中的应力、变形和影像观测,获得了片状、块状、棒状3种不同形状珊瑚砂砾的颗粒破碎阈值,揭示了不同形貌颗粒随压力变化过程表现出的破碎模式演化特性。

关键词: 颗粒破碎, 破碎率, 珊瑚砂砾

Abstract: The breakage behavior of granular materials is prevalent across various fields and significantly impacts the mechanical properties of granular materials. A substantial amount of research on particle breakage behavior relies on reasonable calculation methods for breakage rate. This article proposes a calculation method for particle breakage rate based on particle volume as the fundamental parameter, addressing the current limitation of existing methods in accurately evaluating the breakage rate of irregular particles, exemplified by coral gravel. It improves upon the existing Hardin breakage rate calculation formula, which is based on particle size, to better assess the breakage rate of irregular particles. Breakage tests of coral gravel with different shapes were designed and conducted to conduct reliability validation of the aforementioned theoretical formulas, and the causes of errors generated by traditional methods were analyzed. Through experiments, the breakage rate values of particles with different shapes under different pressures and algorithms were obtained. Meanwhile, combining stress, deformation, and image observations from the experimental process, the fragmentation thresholds of coral gravel in three shapes—sheet, block, and rod—were determined, revealing the evolution characteristics of fragmentation modes exhibited by particles with different morphologies during the pressure change process.

Key words: particle breakage, breakage rate, coral sand

中图分类号: TU 411
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