An experimental investigation of the base stress distribution in granular piles
            
                编号:32
                访问权限:仅限参会人
                更新:2024-05-15 17:44:15
                                浏览:1537次
                口头报告
            
            
            
                摘要
                The base stress distribution in a granular pile play a crucial role in the research of the physical characteristics of the particle system. There are many factors and their variations that affect the packing property of granular pile. In this paper, the effects of funnel height, particle size, particle shape, and packing method on the base stress distribution of the pile were experimentally studied by the localized source method. A stress dip phenomenon can be observed in all conical piles used in our experiments. An increase of funnel height weakens the stress dip to some extent, while a more irregular particle shape promotes the stress dip. Besides, the stress dip in a pile with middle particle size is minor compared to other two particle sizes. Compared to the free packing pile, the stress dip in a pile of confined packing is more evident with correlation to the arching effect and its stress shielding effect inside the silo.
 
             
            
                关键词
                granular pile,stress dip,particle size,particle shape,funnel height
             
            
            
                    稿件作者
                    
                        
                                    
                                        
                                                                            
                                    Jing Hu
                                    China University of Mining and Technology State Key Laboratory for Geomechanics and Deep Underground Engineering
                                
                                    
                                                                                                                        
                                    Pin-Qiang Mo
                                    China University of Mining and Technology;State Key Laboratory for GeoMechanics and Deep Underground Engineering
                                
                                    
                                                                                                                        
                                    Xu-Ping Li
                                    china university of mining and technology school of mechanics and civil engineering
                                
                                             
                          
    
发表评论