Open access
Oct 2026
A Three‐Dimensional Spatiotemporal Evolution Model for Two‐Phase Grouting Flow in Water‐Bearing Porous Media Based on the Forchheimer‐Modified Brinkman Equation
Water‐bearing gravelly sand layers pose significant risks to underground construction due to their loose structure, high permeability, and susceptibility to seepage‐induced failure. To better understand and control grout migration in such formations, a three‐dimensional spatiotemporal model for grouting diffusion in...
Jia-Sen Liang, Xue-Ming Du, Lei Wang et al.
· International journal for nu... · 0 citations