Evidence map›Paper›PMID 41593324›Full record

ArticleScientific reports2026

Effects of mass concentration and curing age on the mechanical properties and damage evolution of aeolian sand backfill.

Guibin Zhao, Yafei Zhang, Guangli Zhang, Hao Zhang, Xiufeng Zhang

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

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

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.

Guibin ZhaoCHN Energy Baorixile Energy Co., Ltd., Hulunbuir, 021000, China.
Yafei ZhangState Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology, Xuzhou, 221116, China. yafeizhang@cumt.edu.cn.
Guangli ZhangCHN Energy Baorixile Energy Co., Ltd., Hulunbuir, 021000, China.
Hao ZhangBaorixile Open-pit Mine, CHN Energy Baorixile Energy Co., Ltd., Hulunbuir, 021000, China.
Xiufeng ZhangBaorixile Open-pit Mine, CHN Energy Baorixile Energy Co., Ltd., Hulunbuir, 021000, China.

Funding

the Xinjiang Uygur Autonomous Region Science and Technology Major Program No. 2023A01002
6 · The paper itself

Abstract

As the critical load-bearing structure in the management of open-pit mine goaf areas, the mechanical properties of cemented backfill material play a decisive role in strata stability. This study investigates the influence of solids mass concentration (a) and curing age (T) on the mechanical response and damage evolution of aeolian sand backfill material through uniaxial compression tests, acoustic emission (AE) monitoring, and scanning electron microscopy (SEM) experiments. The results demonstrate that both the uniaxial compressive strength and elastic modulus of the backfill increase linearly with mass concentration and exhibit an exponential enhancement with increasing curing age. At a = 80% and T = 28 d, he uniaxial compressive strength and elastic modulus reach the maximum values of 7.01 MPa and 0.18 GPa, respectively. The microstructure analysis reveals that higher mass concentrations promote the formation of hydration products, reduce porosity, and lead to a more compact structure. Acoustic emission signals indicate that high-a specimens accumulate more energy prior to failure, and crack propagation becomes more localized and abrupt, exhibiting typical brittle failure characteristics. Energy evolution analysis further demonstrates that, with increasing a, the elastic strain energy ratio rises from 53.25 to 67.19%, while the dissipated energy ratio declines from 46.75 to 32.81%, reflecting enhanced structural homogeneity and improved interfacial bonding within the backfill. The findings provide a theoretical foundation and experimental support for the engineering application of aeolian sand backfill materials in open-pit mining.

Indexed as

Acoustic emissionAeolian sandCuring ageElastic modulusMass concentrationUniaxial compressive strength

Identifiers

PMID41593324
PMCPMC12905223

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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.