The invention discloses a bearing force test method of bridge ultra-long large-diameter pile, which is a middle shearing test based on Mohr-Clone strength theory to find the pile side friction force, is based on three value methods of normal stresses between pile soils, considers the effect of yield strength of around soils, and calculates out three pile limit bearing forces according to the side stress caused by self weight, normal stress generated by finite element digit calculation, and normal stress generated by coupling weight and finite element. The inventive test has simple operation, without large loading device and limited loading weight, while the invention can drill and sample on site, process indoor test, completely simulate real project geological character of pile ground, and completely consider similarity as similar simulation of real condition, the material, size, and bearing state of test sample, pile and around soil, with low cost, reliable data, or the like.