Evidence map›Paper›PMID 41741533›Full record

ArticleScientific reports2026

Experimental study on the disintegration characteristics of rare earth tailings improved by BF-MICP.

Zhongqun Guo, Xi Cao, Jianqi Wu, Yukun Zhong, Qiangqiang Liu

Abstract read
In one paragraph

Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing 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

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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

1 citing paper in PubMed.

  1. Article
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

5 authors.

Zhongqun GuoSchool of Civil Engineering and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou, 341000, China. guozhongqun@jxust.edu.cn.
Xi CaoSchool of Civil Engineering and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou, 341000, China.
Jianqi WuSchool of Civil Engineering and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou, 341000, China.
Yukun ZhongSchool of Civil Engineering and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou, 341000, China.
Qiangqiang LiuSchool of Civil Engineering and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou, 341000, China.

Funding

Key Laboratory of Ionic Rare Earth Resources and Environment, Ministry of Natural Resources of the People's Republic of China 2023IRERE403National Natural Science Foundation of China 52364012Natural Science Foundation of Jiangxi Province 20224BAB214035
6 · The paper itself

Abstract

The disintegration resistance of building foundation filling materials is directly related to the stability, safety, and durability of geotechnical engineering. Improving the disintegration characteristics of tailings is of significant importance for the comprehensive utilization of tailing waste. This study adopts basalt fiber (BF) and microbial induced carbonate precipitation (MICP) technology in combination (BF-MICP) to improve the typical rare earth tailings from South China. A systematic evaluation of the disintegration resistance of the modified tailings under wet-dry cycling conditions is conducted. Using a self-made test device, disintegration tests on the rare earth tailings under different modification conditions were carried out, and the effects of MICP treatment and fiber content on disintegration time and disintegration rate were analyzed. Microstructural analysis techniques such as XRD, FTIR, SEM, and EDS were employed to reveal the microscopic mechanism of the BF-MICP modification of the rare earth tailings. The results show that the addition of BF alone only slightly delays the disintegration process. Compared to unmodified tailings, the disintegration time of BF-modified tailings is extended to 940–1080 s, and the maximum mass loss per unit time is reduced to 6.1%–8.5%. However, it does not fundamentally inhibit the disintegration of the tailings upon contact with water. After BF-MICP treatment, the disintegration resistance of the tailings is significantly improved. The BF-MICP tailings maintain structural integrity after 4800 s of immersion, with the disintegration rate significantly reduced to 32%–45%. Moreover, the treated tailings retain good integrity after multiple wet-dry cycles.

Indexed as

Basalt fiberDisintegrationMechanismMICPRare earth tailings

Identifiers

PMID41741533
PMCPMC13043710

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