Evidence map›Paper›PMID 41156972›Full record

ArticleMaterials (Basel, Switzerland)2025

Performance Evolution and Formulation Improvement of Resin-Based Anchoring Materials for Hydrochemical Environments.

Wenhui Bian, Meiqiang Dong, Kexue Wang, Zhicheng Sun, Ziniu Wang, Shuyi Zhao, Jun Yang

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

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.

2 · The registry

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.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

7 authors.

Wenhui BianDepartment of Hydraulic Engineering, Tsinghua University, Beijing 100084, China.
Meiqiang DongSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China.
Kexue WangSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China.ORCID 0009-0003-1368-7526
Zhicheng SunSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China.
Ziniu WangSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China.
Shuyi ZhaoSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China.
Jun YangState Key Laboratory for Tunnel Engineering, China University of Mining and Technology, Beijing 100083, China.

Funding

General Program of the China Postdoctoral Science Foundation 2025M773213National Key Research and Development Program of China 2024YFC2909500National Natural Science Foundation of China 42377148Postdoctoral Fellowship Program of the China Postdoctoral Science Foundation GZB20250742state Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering SDGZ2505
6 · The paper itself

Abstract

The performance of resin anchoring agents in deep coal mine roadways is significantly compromised by water-bearing and chemically aggressive conditions, posing a major threat to support system reliability. This study aims to systematically quantify this performance deterioration and develop a more resilient material solution for these challenging environments. A comprehensive experimental program was conducted, including uniaxial compression, pull-out, and interface shear tests, accompanied by the systematic improvement of the resin formulation and microstructural analysis via Scanning Electron Microscopy (SEM). The results showed that increasing borehole water content to 30% reduced the compressive strength of conventional resin by over 40%, while acidic environments (pH = 5) caused a 70% drop in its interfacial shear strength. In contrast, an improved formulation incorporating hydroxypropyl acrylate and a super absorbent polymer (SAP) exhibited a 20% higher initial strength, maintained over 85% of its strength under water saturation, and retained functional residual strength in acidic conditions. SEM analysis confirmed that the improved resin's denser microstructure suppressed interfacial microcrack formation. The findings demonstrate that the improved formulation provides a robust material basis for enhancing the long-term durability and safety of anchorage support systems in extreme underground engineering environments.

Indexed as

formulation improvementpull-out behaviorresin anchoring agentring shear testwater-bearing rock mass

Identifiers

PMID41156972
PMCPMC12566058

What OpenQuestion holds

Textmetadata
LicenceCC BY
Read underepoch 390

Registered trials

None linked

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.