摘要
阐述了圆形筒仓的分块式和整体式两种钢筋混凝土挡墙结构形式及其优缺点,并结合实际工程设计,利用有限元分析软件分析了两种挡墙结构对应的地下承台结构受力,同时对地基载荷、挡墙受力进行了对比分析,结果表明整体式挡墙结构能够优化地下承台结构尺寸,减少工程量,降低工程投资。
Two kinds of reinforced concrete retaining wall structure of circular silo and its advantages and disad- vantages were introduced. Combining with actual engineering design, finite element analysis software was adopted to analyze the structure stress of underground cap corresponding to two kinds of retaining wall structures, and the foun- dation load, retaining force were compared and analyzed. The results show that the integral retaining wall structure can optimize the size of underground olatform structure, reduce the workload of construction and nroiect investment.
出处
《工程建设》
2017年第11期49-54,共6页
Engineering Construction
关键词
圆形料场
挡墙结构形式
承台
circular material field
retaining wall
cap
