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基于体积变化的珊瑚砂砾破碎率研究

王步雪岩 孟庆山 钱建固

岩土力学2024,Vol.45Issue(7):1967-1975,9.
岩土力学2024,Vol.45Issue(7):1967-1975,9.DOI:10.16285/j.rsm.2023.1297

基于体积变化的珊瑚砂砾破碎率研究

Breaking rate of coral sand and gravel based on volume change

王步雪岩 1孟庆山 2钱建固3

作者信息

  • 1. 同济大学地下建筑与工程系,上海 200092||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
  • 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||桂林理工大学土木与建筑工程学院,广西桂林 541004
  • 3. 同济大学地下建筑与工程系,上海 200092
  • 折叠

摘要

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.

关键词

颗粒破碎/破碎率/珊瑚砂砾

Key words

particle breakage/breakage rate/coral sand

分类

建筑与水利

引用本文复制引用

王步雪岩,孟庆山,钱建固..基于体积变化的珊瑚砂砾破碎率研究[J].岩土力学,2024,45(7):1967-1975,9.

基金项目

中央高校基本科研业务费专项资金(No.2023-2-ZD-08) (No.2023-2-ZD-08)

国家自然科学基金(No.41877267).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). (No.41877267)

岩土力学

OA北大核心CSTPCD

1000-7598

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