The invention discloses a method for correcting pile deviation. In the method, a counterforce device is adopted. The counterforce device comprises an anchor pile for providing counterforce. The anchor pile is an engineering pile and anchor piles at opposite angles are coupled through two No.20 channel steels respectively. The intersection of the two channel steels is used as a jack jacking support point; a jacking member is made of No.18 channel steel; and the jack jacking support point, the No.18 channel steel, a jack and a pressure sensor are in a line. The correction jacking rate is controlled between 2 and 5 cm/h and the correction is stopped for 1 to 2 hours in situ after 5 cm is corrected; and the jack is stopped for 5 to 10 hours and then performs the work of the next stroke after jacking a stroke of 10 to 15 cm. The jack jacking comprises the following working steps: (1) obtaining a pile defect position through a test, knowing well the slope condition of a raked pile 5, and determining a jacking position of the raked pile 5; (2) arranging the counterforce device; (3) punching at the back of the raked pile 5 by using high pressure water, and unloading passive earth pressure; (4) jacking by using the jack (8), and synchronously adopting the coarse sand recharging technology in the jacking process until the slope meets the requirement; (5) lowering an injection pipe to carry out injection; and (6) testing the slope of the raked pile 5 and the completeness condition. The method for correcting the pile deviation has strong operability and can obviously improve the pile bearing capacity.