Evidence map›Paper›PMID 42279876›Full record

ArticleMaterials (Basel, Switzerland)2026

Mechanical Behavior and Failure Modes of Cemented Backfill Under Impact Loading.

Xiaohua Zhang, Zhiyong Yang, Xianglong Li, Fuming Liu, Defeng Hou, Ting Zuo, Jianguo Wang

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

7 authors.

Xiaohua ZhangFaculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China.
Zhiyong YangXinjiang Tianchi Energy Co., Ltd., Changji 831700, China.
Xianglong LiFaculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China.
Fuming LiuXinjiang Tianchi Energy Co., Ltd., Changji 831700, China.
Defeng HouXinjiang Tianchi Energy Co., Ltd., Changji 831700, China.
Ting ZuoFaculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China.ORCID 0000-0001-7242-2729
Jianguo WangFaculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China.ORCID 0000-0002-8981-7628

Funding

National Natural Science Foundation of China 52274083
6 · The paper itself

Abstract

Cemented backfill (CTB) in mining operations is frequently exposed to blasting-induced dynamic disturbances. These disturbances compromise CTB stability. This study employed split Hopkinson pressure bar (SHPB) tests, scanning electron microscopy (SEM), and high-speed imaging to characterize dynamic mechanical response and failure modes of CTB. The results showed that dynamic compressive strength (DCS) increased with impact load. However, damage severity also increased with load. High-speed imaging of crack evolution yielded fractal dimensions between 0.5 and 1.3. Higher fractal dimensions correlated with more extensive macroscopic cracking and greater CTB damage. They also indicated an increased probability of CTB failure and loss of load-bearing capacity. Microstructural observations identified ettringite (AFt) and C-S-H gel as the principal hydration products that provided cohesion and strength. However, pervasive microcracks and micropores accounted for the CTB's low inherent strength. The findings suggest that reducing dynamic loads during mining operations can mitigate damage to CTB.

Indexed as

cemented backfillcrack propagationdynamic responsefractal dimensionmicrostructure

Identifiers

PMID42279876
PMCPMC13258508

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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.