The application relates to the technical field of underground construction, and relates to a high-
pressure grouting stratum reinforcing method based on dynamic regulation and control, which comprises the following steps: confirming a grouting reinforcing environment based on a grouting reinforcing instruction, sampling rock and soil of a rock hole to be grouted by using a sampling
ring cutter, obtaining test rock and soil blocks, carrying out penetration
shear testing on the test rock and soil blocks, obtaining a rock and soil
penetration index, a rock and soil
specific weight and a rock and
soil stress equation, carrying out property evaluation on the rock and soil
penetration index, the rock and soil
specific weight and the rock and
soil stress equation based on a pre-constructed grouting
pressure difference model, obtaining an initial grouting pressure, a limit hole
bottom pressure and an initial grouting consistency, dynamically fine-tuning grouting of a set grouting
system based on the limit hole
bottom pressure, obtaining a target grouting
system, confirming a reinforcing construction stratum based on the target grouting
system and the construction stratum, and completing grouting stratum reinforcement. The application can improve the safety and
automation degree of grouting construction and improve the grouting reinforcing effect of the stratum.