首页> 外文期刊>Science Journal of Chemistry >DEM Modelling of Particle Movement During Seepage Failure
【24h】

DEM Modelling of Particle Movement During Seepage Failure

机译:渗流失败期间粒子运动模拟

获取原文
           

摘要

The Discrete Element Method (DEM) is a calculation method by which a particle flow at a single particle occurs. It is widely used in many fields such as coastal engineering, mining and civil engineering. Specifically, when small particles are taken away by water, pores will increase and collapse due to the soil's own weight, which will cause other parts of the soil to deform. Due to the continuous development of piping, small soil particles are taken away from the entrance, so the entrance is constantly expanding. Once the upper layer of soil loses the support below, the upper layer of particles will collapse under infiltration. Therefore, as the above phenomenon continues to develop, the amount and flow of water will increase. At the same time, this will increase the rate of seepage destruction. In fact, the law of particle motion includes the growth, aggregation, diffusion and crystallization of particles under different conditions, which can be applied to other fields, such as the research of material surface roughness in textile science, the crystal origin and potential self-rotation in electronic engineering, etc. The research of this paper can provide a further theoretical basis and framework for the above direction, and pave the way for the majority of scholars to carry out the follow-up research work. In this article, EDEM (Electronic Discrete Element Method) modeling is used to simulate the movement of particles during the slip.
机译:离散元素方法(DEM)是一种计算方法,通过该计算方法发生单个颗粒处的颗粒流动。它广泛应用于许多领域,如沿海工程,采矿和土木工程。具体地,当小颗粒被水中取出时,由于土壤自身的重量,孔将增加和塌陷,这将导致土壤的其他部分变形。由于管道的不断发展,小土壤颗粒被带走了入口,所以入口不断扩大。一旦上层的土壤失去了下面的载体,就会在渗透下塌陷。因此,随着上述现象持续发展,水的量和流量将增加。与此同时,这将增加渗流销毁率。事实上,颗粒运动规律包括在不同条件下的颗粒的生长,聚集,扩散和结晶,这可以应用于其他领域,例如纺织科学中的材料表面粗糙度的研究,晶体来源和潜在的自我电子工程中的旋转等。本文的研究可以为上述方向提供进一步的理论基础和框架,并为大多数学者铺平了道路进行后续研究工作。在本文中,EDEM(电子离散元件方法)建模用于模拟滑动期间粒子的运动。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号