Evidence map›Paper›PMID 41598061›Full record

ArticleMaterials (Basel, Switzerland)2026

Experimental Investigation on the Performance of Full Tailings Cemented Backfill Material in a Lead-Zinc Mine Based on Mechanical Testing.

Ning Yang, Renze Ou, Ruosong Bu, Daoyuan Sun, Fang Yan, Hongwei Wang, Qi Liu, Mingdong Tang, Xiaohui Li

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2026. 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.

Ning YangSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Renze OuSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Ruosong BuSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Daoyuan SunSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.ORCID 0000-0001-7876-5335
Fang YanSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Hongwei WangSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Qi LiuChangsha Institute of Mine Research Co., Ltd., China Minmetals Corporation, Changsha 410083, China.
Mingdong TangChangsha Institute of Mine Research Co., Ltd., China Minmetals Corporation, Changsha 410083, China.
Xiaohui LiChangsha Institute of Mine Research Co., Ltd., China Minmetals Corporation, Changsha 410083, China.

Funding

he National Natural Science Foundation of Hunan Province 2023JJ40746Technology Innovation Program of Hunan Province 2025RC3035the National Natural Science Foundation of China 52304164
6 · The paper itself

Abstract

With the increasing requirements for "Green Mine" construction, Cemented Tailings Backfill (CTB) has emerged as the preferred strategy for solid waste management and ground pressure control in underground metal mines. However, full tailings, characterized by wide particle size distribution and high fine-grained content, exhibit complex physicochemical properties that lead to significant non-linear behavior in slurry rheology and strength evolution, posing challenges for accurate prediction using traditional empirical formulas. Addressing the issues of significant strength fluctuations and difficulties in mix proportion optimization in a specific lead-zinc mine, this study systematically conducted physicochemical characterizations, slurry sedimentation and transport performance evaluations, and mechanical strength tests. Through multi-factor coupling experiments, the synergistic effects of cement type, cement-to-tailings (c/t) ratio, slurry concentration, and curing age on backfill performance were elucidated. Quantitative results indicate that solids mass concentration is the critical factor determining transportability. Concentrations exceeding 68% effectively mitigate segregation and stratification during the filling process while maintaining optimal fluidity. Regarding mechanical properties, the c/t ratio and concentration show a significant positive correlation with Uniaxial Compressive Strength (UCS). For instance, with a 74% concentration and 1:4 c/t ratio, the 3-day strength increased by 1.4 times compared to the 68% concentration, with this increment expanding to 2.0 times by 28 days. Furthermore, a comparative analysis of four cement types revealed that 42.5# cement offers superior techno-economic indicators in terms of reducing binder consumption and enhancing early-age strength. This research not only establishes an optimized mix proportion scheme tailored to the operational requirements of the lead-zinc mine but also provides a quantitative scientific basis and theoretical framework for the material design and safe production of CTB systems incorporating high fine-grained full tailings.

Indexed as

cemented backfill compositefailure modemining engineeringuniaxial compression test

Identifiers

PMID41598061
PMCPMC12843446

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LicenceCC BY
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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.