To provide a pile capable of exhibiting earthquake resistance even to a ground including a liquefied layer or a soft layer at a low cost.

The pile 10 includes a plurality of pile bodies 11 and a mounting member 12 respectively mounting the upper end sections 11a of these pile bodies 11 on the circumference thereof and respectively turning the lower end sections 11b toward the outside in a rotatable manner. The embedment of a plurality of pile bodies 11 in the ground (a) is made in a state to respectively incline to the vertical direction by rotating the lower end sections 11b to the outside. Each pile body 11 is formed in a hollow-shape by having a hole 11c1 passing through up to the surface, and it is in such a state that the pile body 11 formed in the hollow-shape is filled with mortar 11c2 and that the mortar is poured into the ground (a) from the hole 11c1.