ArticleScientific reports2026
Study on the multi-source response characteristics and damage evolution mechanisms of graphene-modified concrete.
Article in Scientific reports, 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
9 authors.
Funding
Abstract
In deep underground engineering, lining concrete structures in underground gas storage facilities are exposed to prolonged high in-situ stress and intense disturbances, which increase their susceptibility to progressive damage and sudden instability-induced failures. The mechanisms of damage evolution and the associated precursor responses prior to failure require systematic investigation. Rock mechanics experiments were conducted to comprehensively analyze the mechanical response, resistivity variation, acoustic emission parameters, strain field evolution, and underlying microscopic mechanisms of graphene-modified concrete. The results show that, under specific aggregate proportions and graphene dosages of 0.05% and 0.1% by cement mass, the compressive strength of concrete after 28 days of curing increased by 18.27-60.27%. The resistivity response exhibited a three-stage evolution ("rapid decrease-stable variation-abrupt increase"), with a total reduction exceeding 90%. A rebound of 20-30% occurred in the elastic-plastic transition zone, consistent with the stress-strain relationship. The b-value exhibits a continuous decreasing trend at approximately 90% of σ
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.