Rock mass in-situ stress curing method and curing system

The invention relates to a rock mass in-situ stress curing method and curing system. The method comprises the following steps: determining particle raw materials and mass fractions according to the composition of a rock mass to be detected; particle raw materials are selected and put into a three-dimensional mold according to the mass fraction, and strain gauges are pre-embedded in particle gaps; axial pressure and confining pressure are applied to the three-dimensional mold according to different stress loading paths; after stress loading is stable, a bonding material is injected into the three-dimensional mold; the stress loading is kept stable, the three-dimensional mold is kept immovable, the cubic mold is dismantled after the bonding material is solidified, and data output by the strain gauges are recorded in real time in the process. According to the invention, in-situ stress measurement and solidification of the rock mass can be realized, so that the in-situ occurrence environment of the deep rock mass