According to the non-equilibrium grouting method based on the multi-dimensional characteristics of the tunnel rock
mass, accurate and intelligent grouting control over the complex fractured rock
mass of the tunnel is achieved by constructing a technical
system integrating multi-dimensional geologic characteristic recognition and modeling decision. Firstly, according to the
gap width,
connectivity and filling state, cracks are comprehensively classified,
spatial distribution data are formed, geological conditions are converted into structured and spatially locatable digital information, and an accurate target object is provided for grouting construction. And furthermore, through the grouting parameter
decision model, the current
fracture type is automatically mapped into a
grout proportion, grouting pressure and grouting rate combination which are strictly matched with the current
fracture type, and intelligent and standardized decision from geological features to construction parameters is realized. According to the process, mature experience and theoretical
cognition are solidified into a rule capable of being repeatedly executed, it is ensured that the initial construction scheme is highly matched with the inherent hydraulic characteristics of the fractures, and therefore the pertinence and
controllability of grouting construction are remarkably improved.