Evidence map›Paper›PMID 40275015›Full record

ArticleScientific reports2025

Fracture propagation characteristics and failure mechanisms of parallel-fractured sandstone.

Fengpu Liu, Baoxin Jia, Zhiyang Zhou, Haiyang Xie

Abstract read
In one paragraph

Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing 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

2 citing papers in PubMed.

  1. Article
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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

4 authors.

Fengpu LiuSchool of Civil Engineering, Liaoning Technical University, Fuxin, 123000, China.
Baoxin JiaSchool of Civil Engineering, Liaoning Technical University, Fuxin, 123000, China. jbx_811010@126.com.
Zhiyang ZhouSchool of Civil Engineering, Liaoning Technical University, Fuxin, 123000, China.
Haiyang XieSchool of Civil Engineering, Liaoning Technical University, Fuxin, 123000, China.

Funding

Discipline innovation team of Liaoning Technical University LNTU20TD08Liaoning Revitalization Talents Program XLYC2007163National Natural Science Foundation of China 51774173
6 · The paper itself

Abstract

It is important to study the fracture mechanism of fractured rocks. Uniaxial compression tests and discrete element numerical simulations were conducted on sandstone specimens with fixed dip angles and parallel fractures. With the help of acoustic emission detection technology, the effects of different fracture spacings and number of fractures on the mechanical properties, fracture mechanism and acoustic emission full dynamic time-varying evolution of sandstone were investigated. The results show that: there is an obvious correlation between the number of fractures and elastic modulus and no obvious correlation with strength. There is no clear relationship between fracture spacing, elastic modulus, and peak strength. The fracture spacing determines the basic type of crack aggregation, and the number of cracks mainly affects the diversity of crack aggregation types. Spalling damage mainly occurs at the middle position of through-bridge shear cracks, and plate crack damage mainly occurs at the position on both sides of the specimen. Through-bridge shear cracks are a common type of crack in specimens containing parallel fractures, which influence the initiation location of the main shear crack and the damage mechanism of the specimen, and affect the overall strength of the specimen by changing the local narrowest width of the "column" structure. There is a mutual excitation between the tension and shear cracks, and each sudden increase in the shear-tension crack ratio corresponds to a macroscopic rupture of the specimen. The multifractal parameters of acoustic emission can provide a more detailed description of signal complexity. The abrupt changes in the time-varying multifractal parameters Δα and Δf(α) can serve as short-range prediction indicators for disaster occurrences.

Indexed as

Agglomeration typesDiscrete elementsFracture mechanismParallel fracturesThrough-bridge shear cracksTime-varying multifractal

Identifiers

PMID40275015
PMCPMC12022359

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