Mechanical Properties and Microstructure of Polyurethane/Water Glass Composites for Tunnel Grouting in Water-Rich Formations
摘要
Grouting materials are widely used in tunnelling projects. Due to their short history of application, polyurethane/water glass (PU/WG) grouting materials have a dual limitation: insufficient knowledge of the mechanism and lack of tunability of the formulation system. This study systematically examines how catalyst dosage and isocyanate-to-WG mass ratio affect PU/WG composites’ curing behavior, mechanical properties, and microstructure. The key findings are: (1) elevating catalyst dosage (0.1–0.6 g) shortens gel time and curing time by 80–90% while boosting compressive strength 40–60% due to the formation of dense, uniformly distributed silicate microspheres (25–45 μm); (2) the isocyanate-to-WG mass ratio plays a pivotal role in reaction completeness, where optimal ratios (0.6–0.9) ensure maximum CO2 generation and silicate conversion for enhanced mechanical performance; and (3) the optimized formulation (PAPI: 45.99%, WG: 51.10%, catalyst: 0.36%, plasticizer: 2.55%) delivers both rapid curing (gel time: 190–200 s; curing time: 270–290 s) and outstanding compressive strength (70–75 MPa), with field-adjustable catalyst content (0.6–0.9 g) for customized setting times. These results offer fundamental insights into PU/WG composite mechanisms and present a tunable formulation approach to meet the critical demand for adaptive grouting materials in tunnel engineering.