This invention relates to the field of geological
engineering, specifically to a method and
system for quantitatively analyzing the
diffusion effect of synergistic grouting in water-rich soft rock fracturing and seepage. The method includes: conducting parameter tests and obtaining time-varying characteristic parameters through orthogonal experiments; establishing a coupled dynamic model including the
grout volumetric flow
rate equation, seepage motion equation, and flow
continuity equation to obtain the spatiotemporal distribution of the
grout field, the flow distribution coefficient of the dual-domain
coupling, and the grouting parameters at different grouting times; constructing an
index system with synergistic effects and obtaining quantitative values of the
diffusion effect. This invention constructs a dual-domain coupled dynamic model that couples the
grout volumetric flow
rate equation, seepage motion equation, flow
continuity equation, and stress
continuity equation, modifies the classical flow law to adapt to the grout yield stress characteristics, and achieves
transient analysis through finite element numerical solution. It can output the spatiotemporal distribution of the grout field, the flow distribution coefficient, and the grouting parameters, and determine the micro-zone division boundary threshold based on experimental data.