›› 2016, Vol. 30 ›› Issue (6): 682-687.

• 工程实录 • 上一篇    下一篇

考虑颗粒破碎的粗粒料数值试验研究

何咏睿   

  1. (江西省水利科学研究院,南昌 330029)
  • 收稿日期:2016-05-19 修回日期:2016-05-31 出版日期:2016-12-20 发布日期:2016-12-22
  • 作者简介:何咏睿(1992-),女,硕士研究生,研究方向为岩土工程数值分析。

Numerical Simulation of the Particle Breakage of Coarse Aggregates

HE Yongrui   

  1. (Jiangxi Province Water Conservancy Sciences and Research Institute, Nanchang 330029)
  • Received:2016-05-19 Revised:2016-05-31 Online:2016-12-20 Published:2016-12-22

摘要: 粗粒料在外力作用下易发生颗粒破碎,对其力学性质有较大影响。为了从细观层面上分析颗粒破碎影响粗粒料力学特性的机理、研究影响颗粒破碎的因素,在二维颗粒流软件(PFC2D)中引入“簇颗粒”模拟颗粒破碎,对古水筑坝料进行一系列物理试验与数值试验对比,发现数值模型能较好地体现颗粒破碎特性。在轴向应力达到屈服应力后,颗粒破碎逐渐开始发生,之后破碎速度持续增长,颗粒间接触力的改变是导致颗粒破碎的主要原因。试验围压、颗粒形状、细观参数等均对颗粒破碎有一定影响。

关键词: 颗粒破碎, 粗粒料, 数值试验

Abstract: The coarse aggregates could demonstrate a significant particle breakage characteristics under the external loading conditions and this particle breakage has a great influence on the mechanical properties of the coarse aggregates. In order to analysis the effect of particle breakage mechanism on macroscopic mechanical properties of coarse aggregate, and study the influence of different factors on particle breakage, the concept of “cluster” was introduced to simulate the characteristics of the particle breakage effect. Physical experiments and the corresponding numerical studies were performed in Gushui Rockfill Dam project. The particle breakage effect was verified with the PFC2D simulation software. The results indicate that, with the increase of axial stress, particle breakage gradually began to produce when the yield stress was reached. Then, the crushing rate had a sustained increase. The change of the contact stress is the main cause of the particle breakage. The confining pressure, particle shape, parameters can contribute some degrees of influence on the particle breakage.

Key words: Particle Breakage, Coarse Aggregates, Numerical Simulations