Based on the horizontal static load tests on 57 single-piles of 12 sites in Shanghai

the bearing capacity of single pile under the action of horizontal load is studied. According to the test data

the effects of different pile diameters

and different loading methods and grouted pile stress characteristics of prestressed hollow are explored. For the architectural engineering

the larger pile diameter or the pile diameter enlarging top within a certain range are suggested to optimize the design of horizontal bearing capacity of singe pile. The loading test is suggested by the single cycle constant speed horizontal loading method; the safety of prestressed hollow core can be used as filling pile top horizontal bearing capacity. The study results will be useful for the design of lateral bearing capacity of single pile.