摘要
提出将钢纤维混凝土用于桩承台并进行了试验研究。根据 ９个试件的试验结果，讨论了钢纤维混凝土三桩承台的裂缝、破坏形态与传力机理，提出了承载力计算公式，可供工程设计和进一步研究参考。
Author suggests applying the steel fiber to the pile cap and carries out the experiment study. Based on the test results of 9 specimens, the cracks, failure pattern and loadtransfer model of Steel Fiber Reinforced Concrete(SPRC) three-pile cap are analyzed. The formula for calculating the bearing capacity of the pile cap is presented, which is useful for engineering design and further study.
出处
《建筑结构》
CSCD
北大核心
1999年第6期53-55,共3页
Building Structure
关键词
桩承台
钢纤维
混凝土
承载力
pile cap
steel fiber
concrete
bearing capacity
