ArticlePolymers2026
Zeolite-Modified Acrylate Grouts: Synergistic Water-Sealing Performance with Cement Slurry Combined Grouting for Water-Rich Sandy Cobble Tunnels.
Article in Polymers, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.
What it found
Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.
The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.
The trial behind it
Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.
Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.
Who cites it
0 citing papers in PubMed.
No citing paper in PubMed yet.
Corrections and comments
PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.
Authors and funding
3 authors.
Funding
Abstract
Water seepage in shield tunnels in water-rich sandy cobble strata threatens construction safety and long-term durability. Grouting, a widely used remedial technique, depends on material performance. Among common grouts, conventional acrylate (AC) grouts have inherent limitations in strata. This study develops an enhanced zeolite-acrylate composite grouting material by incorporating zeolite powder into the AC matrix. Systematic experiments assessed the impacts of zeolite dosage, slurry ratio, and water use ratio on gel time, water absorption expansion rate, and bond strength, with interfacial characteristics analyzed via SEM. Results indicate zeolite addition shortens gel time by up to 23% (excessive content retards solidification); 24-h expansion rate ranges 63-111%; bond strength shows a non-monotonic trend with zeolite dosage (initial decline then rise), and higher water content weakens adhesion. Scanning electron microscopy (SEM) confirms robust interfacial bonding. Proposed reference field parameters (water use ratio 5:1-6:1, slurry ratio 5:1-6:1, zeolite dosage 0.5-1.0%) require flexible adjustment according to on-site conditions. Notably, gel time is not inherently better when shorter in practice, but tailored to specific construction scenarios. Rigorous tests verify the composite's superior seepage control capacity with ultrafine cement grout, providing theoretical and practical guidance for grouting design in complex hydrogeological environments.
Indexed as
Identifiers
What OpenQuestion holds
Registered trials
Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.