Discrete element method has been widely adopted to simulate processes that are challenging to continuum-based approaches. However, its computational efficiency can be greatly compromised when large number of particles are required to model regions of less interest to researchers. Due to this, the application of DEM to boundary value problems has been limited. This paper introduces a three-dimensional discrete element–finite difference coupling method, in which the discrete–continuum interactions are modeled in local coordinate systems where the force and displacement compatibilities between the coupled subdomains are considered. The method is validated using a model dynamic compaction test on sand. The comparison between the numerical and physical test results shows that the coupling method can effectively simulate the dynamic compaction process. The responses of the DEM model show that dynamic stress propagation (compaction mechanism) and tamper penetration (bearing capacity mechanism) play very different roles in soil deformations. Under impact loading, the soil undergoes a transient weakening process induced by dynamic stress propagation, which makes the soil easier to densify under bearing capacity mechanism. The distribution of tamping energy between the two mechanisms can influence the compaction efficiency, and allocating higher compaction energy to bearing capacity mechanism could improve the efficiency of dynamic compaction.
利用中尺度数值模式WRF(Weather Research and Forecasting)的数值模拟,结合NECP/FNL再分析资料、地面、探空、多普勒雷达基数据和卫星产品等观测资料,综合分析了2014年3月30日发生在贵州省西南部的一次冰雹天气过程。研究了有利于冰雹发生的环流特征和环境条件,分析了冰雹云系的发展演变特征、云微物理结构特征,初步分析了冰雹形成的云物理机制。结果表明:此次冰雹天气是典型的低压辐合线型降雹类型,地面降雹位置位于700 hPa切变线和近地面辐合线附近及南侧;发生此次冰雹过程的对流云系经历了对流云系的初生阶段、合并加强阶段、成熟降雹阶段和东移阶段。贵州地区上空对流云系的微物理结构具有混合相云特征,高层为冰晶、雪,中层为云水、霰,低层为雨水、冰雹。霰和云水是形成雨水和冰雹的主要来源,霰撞冻过冷云水和霰的自动转化是冰雹形成的主要微物理机制。 相似文献
