摘要
根据9个试件的试验结果,描述了钢纤维混凝土三桩厚承台的剪切破坏形态,分析了影响抗剪承载力的主要因素,提出了钢纤维混凝土三桩厚承台抗剪承载力计算公式。该公式可供工程设计和进一步研究参考。
According to the test results of 9 specimens, this paper describes the shear failure model of Steel Fiber Reinforced Concrete(SFRC) pile cap with three piles and the main factors effecting shear bearing capacity. The formula for calculating shear bearing capacity is presented which is useful for engineering design and further study.
