Experimental Study on Shear Properties of SFRC Thick Pile Cap with Three Piles Li Jixiang Xu Chengxiang Peng ShaominAccording 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.pile cap; steel fiber; concrete; shear