电力勘测设计Issue(12)：65-72,8.DOI:10.13500/j.dlkcsj.issn1671-9913.2025.12.011
基于有限元分析的下卧倾斜基岩圆形煤场结构设计研究
Research on the Structure Design of Circular Coal Yard with Underlying Inclined Bedrock Based on Finite Element Analysis
胡均亮 1钱鑫 1李文峰 1汤正俊2
作者信息
- 1. 中国能源建设集团安徽省电力设计院有限公司,安徽 合肥 230601
- 2. 武汉大学,湖北 武汉 430072
- 折叠
摘要
Abstract
Using the large-scale finite element analysis software ABAQUS,the overall modeling and analysis of the circular coal yard structure and surrounding soil with underlying inclined bedrock were carried out.To reduce computational complexity,two semi coal pile loading conditions which the coal stacking direction is the same or perpendicular to the inclination direction of the bedrock are considered with wind loads in the same direction to form unfavorable combinations.The results show that the underlying inclined bedrock will cause a downward sliding trend along the inclined bedrock in the circular coal yard.Combined with the distribution of semi coal pile load,the internal force and deformation distribution of the circular coal yard are uneven.The foundation of the coal retaining wall in the filling area adopts pile foundation.High stiffness of short piles will cause stress concentration phenomenon,which should be avoided in the design.C15 concrete can be used for transition at the junction of the excavation and filling areas.When combining the internal forces under a single operating condition for design,the reinforcement of the annular bearing platform and coal retaining wall is calculated as eccentric tension members in the circumferential direction,and the reinforcement of the coal retaining wall is calculated as eccentric compression members in the vertical direction.关键词
圆形煤场/下卧倾斜基岩/有限元分析/堆煤荷载Key words
circular coal yard/underlying inclined bedrock/finite element analysis/coal pile load分类
信息技术与安全科学引用本文复制引用
胡均亮,钱鑫,李文峰,汤正俊..基于有限元分析的下卧倾斜基岩圆形煤场结构设计研究[J].电力勘测设计,2025,(12):65-72,8.
