It is concluded that reasonable result can be obtained using cap model for concrete.
选用混凝土的帽形材料模型得到结果略低于经验公式的结果。
Besides, the mechanics performance of steel fiber reinforced concrete five-piles cap has been studied in this paper.
另外，还对钢纤维混凝土五桩承台的受力机理进行研究。
According to the test of 9 specimens, a failure model and load transfer mechanism of steel-fiber reinforced concrete (SFRC) thick pile cap with three piles is analysed.
根据9个试件的试验结果，分析了钢纤维混凝土三桩厚承台的破坏模式与传力机理。
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