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中国物理学会期刊

颗粒堆准静态崩塌及慢速流动过程中的堆结构研究

CSTR: 32037.14.aps.63.014703

Inner structure of granular pile during its quasi-static avalanches and slow flows

CSTR: 32037.14.aps.63.014703
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  • 运用自行设计的实验装置并结合颗粒跟踪与成像技术,系统地研究了不同堆积程度的颗粒堆在准静态崩塌过程中的滑移行为. 实验发现在颗粒堆中一部分颗粒沿着斜下方向滑动,而另一部分颗粒则几乎没有滑动. 精确的数据分析还表明颗粒堆的滑动部分具有明显的层状结构特征,在每一滑动层中颗粒的滑移量基本相同,且各滑动层之间近似相互平行. 这些滑动层与水平面的夹角约在4050之间,与静态层表面与水平面的夹角一致. 各滑动层中颗粒的滑移量随其距静态层表面的距离而线性的增加. 不同堆积程度的颗粒堆的静态部分基本上不随堆积体积而改变.

     

    Dynamical behaviors of granular piles are systemically investigated by an experimental equipment and imaging and direct particle tracking during quasi-static avalanches and slow flow process. It is found that part of beads slides obliquely downward, meanwhile the other part of beads is almost fixed; layer-structure can be clearly observed, and it include flow-layers and static-layer. The flow-layers lie almost parallel to each other and the angles between the flow-layers and horizonal plane are approximately in the range 4050. Moreover, the slippage of the flow-layers from the static-layer begins to gradually increase linearly. In addition, the positions of initial flow-layer that has different volumes of granular piles tend to be fixed.

     

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