张升

教授 博士生导师 硕士生导师

入职时间:2011-01-12

所在单位:土木工程学院

职务:院长

学历:博士研究生毕业

办公地点:中南大学天心校区

性别:男

联系方式:湖南省长沙市韶山南路68号 中南大学铁道学院 邮箱:shengzhang@csu.edu.cn

学位:博士学位

在职信息:在职

主要任职:1.《Canadian Geotechnical Journal》编委、2.《岩土工程学报》编委、3.中国土木工程学会土力学与岩土工程分会理事

毕业院校:名古屋工业大学(日本)

学科:土木工程

学术荣誉:

2017  当选:  国家优秀青年基金获得者

2024  当选:  国家特支计划领军人才

曾获荣誉:

1.国际计算岩土力学学会最佳论文奖

2.湖南省技术发明一等奖

3.詹天佑铁道科技青年奖

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A new method for studying the evolution of particle breakage

发布时间:2026-08-10

点击次数:

DOI码:10.1680/jgeot.14.P.240

发表刊物:Géotechnique

关键字:constitutive relations; particle crushing; particle-scale behaviour; statistical analysis

摘要:This paper proposes a simple method for studying the evolution of particle breakage. A two-parameter statistical model is first proposed to describe the distribution of new particles generated from breakage of an initially uniformly graded sample. A Markov chain model is then proposed to describe the particle size evolution of non-uniformly graded samples. The two-parameter statistical model is shown to be able to capture different breakage patterns such as asperity breakage and particle splitting observed during breakage of uniformly graded samples. In the Markov chain model, it is shown that the concept of 'effective breakage probability', proposed to define the relative breakage extent of the whole sample, is comparable to a well-established breakage index in the literature. Both models are successfully validated against experimental data, where the characteristics of the model parameters and the engineering implications are discussed.

合写作者:X. LI, D. SHENG

第一作者:S. ZHANG

论文类型:期刊论文

通讯作者:C.-X. TONG

卷号:65

期号:11

页面范围:911-922

是否译文:

发表时间:2015-08-21

附件:

  • A new method for studying the evolution of particle breakage.pdf

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