The invention relates to the technical field of foundation construction, and discloses a foundation reinforcing and deviation rectifying method. The method comprises the following steps that anchor rod steel bars are implanted around a first
pile hole, an anchor rod static pressure steel
pipe pile is constructed, a deep soil body is repeatedly subjected to extruding and grouting through the steelpipe
pile, and after grouting is completed, a pressurizing
assembly is installed and the steel
pipe pile is temporarily locked; and a second pile hole is formed in a foundation ground to be constructed, a grouting steel
pipe is inserted into the second pile hole, the grouting steel pipe conducts local directional reinforcing on a shallow soil body in a repeated grouting mode as well, a pressure value of the steel pipe pile is monitored in the grouting process, and gradual re-pressing is conducted on the steel pipe pile through the pressurizing
assembly, so that slow reinforcing and lifting ofa settled soil layer and deviation rectifying of a foundation are achieved. According to the method, through repeated multi-time multi-point grouting of the deep soil body and the shallow soil body and gradual re-pressing of the steel pipe pile, the settled soil layer is slowly reinforced and lifted, directional deviation rectifying is conducted on the foundation, uneven settlement and overall building inclination that have occurred can be effectively reduced or eliminated, and reinforcing and deviation rectifying are combined.