A foundation reinforcement and inclination
correction method for friction piles of a high-rise building comprises the steps of 1, building settlement and inclination analysis, wherein (1), settlement and inclination displacement monitoring, (2), supplementary investigation of
geotechnical engineering conditions and (3), determination of
bearing capacity of original
pile foundation are included; 2, making of an inclination correction and reinforcement scheme of the high-rise building, wherein (1), determination of a reinforcement and inclination correction idea, (2), determination of a reinforcement and inclination correction target, (3), raft supplement calculation, and (4), a principle of
pile supplement are included; 3, high-rise building reinforcement construction, wherein (1), foundation excavation, (2), raff construction and determination of supplement
pile positions, (3), column (wall) foot reinforcement construction, (4), static pressure pile construction, (5), press-in pile quality detection, (6), settlement of large side sealing piles, and (7), original
soil compaction are included; and 4, high-rise building self-weight inclination correction construction, wherein (1), the use of high-rise building self-weight inclination correction, (2), settlement of small side sealing piles, and (3), the original
soil compaction are included.