In ground of industrial and civil architecture, traffic engineering, static load test results of limit several pipe piles according to the standard do not completely reflect bearing capacity of pipe pile foundation under different geology circumstances. Increasing quantity of test pipe pile will need vast fund and time. For easing up contradiction, similarity criterion was reduced out based on the dimension analysis method. Then it was applied to pipe pile tests and parameters of model test were obtained. Mix proportion of model pipe pile material was optimized through material experiments. A set of steel formworks of pipe pile and load device were devised, and using methods of them were showed. All productions were applied to pipe pile foundation of Xuefuhuating project, Kaifu area, Changsha. Model test of pipe pile was carried out, and bearing capacity of spot pipe pile test was reduced according to load-settlement curve of model test. Shaft-resistance and end-resistance were tested and discussed. The results were satisfying and should be reference for practice.