Evidence map›Paper›PMID 41374221›Full record

ArticleMaterials (Basel, Switzerland)2025

Experimental Investigation into the Mechanical Properties of Fine-Grained Tailings After Cemented Modification.

Yichen Wu, Guangjin Wang, Bing Zhao, Jun You, Songlin Li, Yuanting Zhu, Rong Lan, Mingsheng Liu, Qinglin Chen

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

9 authors.

Yichen WuSchool of Land and Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China.
Guangjin WangSchool of Land and Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China.
Bing ZhaoSchool of Land and Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China.ORCID 0000-0002-3646-7484
Jun YouSchool of Land and Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China.
Songlin LiDepartment of Natural Resources of Guizhou Province, Guiyang 550081, China.
Yuanting ZhuGuizhou Institute of Geo-Environment Monitoring, Guiyang 550081, China.
Rong LanKunming Engineering & Research Institute of Nonferrous Metallurgy Co., Ltd., Kunming 650051, China.
Mingsheng LiuKunming Engineering & Research Institute of Nonferrous Metallurgy Co., Ltd., Kunming 650051, China.
Qinglin ChenSchool of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou 330044, China.

Funding

Central guidance of local science and technology development fund 202407AC110019he Youth Guidance Project of Basic Research Program of Guizhou Provincial Department of Science and Technology Qian Kehe Basic QN [2025] 452Key project of science and technology plan of Science and Technology Department of Yunnan Province China 202401AS070071The Geological Research Project of Guizhou Bureau of Geology and Mineral Exploration and Development Qian Dikuang Kehe [2024] 17The Innovative Team of the "Xingdian Talents Support Program" in Yunnan Province 202505AS350002The Pilot Project of Ministerial-Provincial Collaboration under the Ministry of Natural Resources 2023ZRBSHZ009
6 · The paper itself

Abstract

Fine-grained tailings pose significant challenges for direct resource utilization applications such as tailings dam construction and backfill preparation due to their fine particle size, high specific surface area, and extended natural consolidation period. This investigation examined the mechanical properties of cemented fine-grained tailings under varying mix proportions and conditions. The cemented tailings were prepared using raw tailings material containing approximately 95% particles sized 0-74 μm. A comprehensive experimental program comprising 36 flexural tests and uniaxial compressive tests was conducted, with cement-sand ratio (A), curing age (B), and specimen immersion time (C) as controlled variables. The strength development mechanism was characterized through XRD and SEM, while mechanical performance data were systematically analyzed using range analysis, ANOVA, and regression analysis. Key findings demonstrate that ① the flexural strength of cemented tailings ranged from 0.43 to 2.07 MPa, with compressive strength varying between 3.02 and 12.52 MPa; ② both compressive and flexural strengths exhibited positive correlations with factors A and B, while showing negative correlation with factor C; ③ hydration products consisted primarily of C-S-H gels and zeolite-like phases, whose interwoven microstructure collectively ensured specimen integrity; ④ all three factors significantly influenced mechanical strengths with identical hierarchical impact: A > B > C; and ⑤ a comprehensive predictive model based on ternary quadratic polynomial regression was developed and validated. These results provide a scientific foundation for sustainable resource utilization of fine-grained tailings as solid waste materials.

Indexed as

cemented modificationcompressive strengthfine-grained tailingsflexural strengthmultivariate nonlinear regression

Identifiers

PMID41374221
PMCPMC12693122

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Registered trials

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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.