To provide a ground bite-type bearing pile capable of being constructed in a desired place and capable of inexpensively enhancing bearing capacity and pull-out resistance, and a creation method for the same.

After a steel pipe pile 1 having a plurality of slit openings 10b provided on a peripheral surface of a pile material is buried in a construction position, the slit opening 10b is expanded by being pushed from the inside of the steel pipe pile 1, and a solidification material 20 is infilled in a pressurized state into the steel pipe pile 1. Thus, a ground bite-type bearing pile 10 having a plurality of protrusions 10a provided on the peripheral surface is created.