The invention discloses a process for treating a strong
karst foundation through micro steel
pipe lead hole high-
pressure grouting in the technical field of
engineering construction, and the process comprises the following steps: S1, pre-burying a steel
pipe and filling the steel
pipe with high-grade concrete according to mud sources of the bottom and the side wall of a
pile hole; s2, drilling holes in the embedded steel pipe, washing the drilled holes in the steel pipe with high-pressure clear water, and then performing high-
pressure grouting treatment on
karst fissures and broken rocks; and S3, after high-
pressure grouting is finished and before initial setting of concrete, third-level steel is inserted to serve as a shear-resistant component and welded into a
steel bar bundle to stretch into the bearing platform, and it is ensured that stress is transmitted to a complete rock layer. The stability of the foundation of the adjacent building is not affected in the treatment construction process, and good effects are achieved in the aspects of saving the project construction period, reducing the economic input, effectively treating strong
karst holes and the like under the condition that the column position and the upper structure of the high-rise building cannot be adjusted.