Evidence map›Paper›PMID 38253708›Full record

ArticleScientific reports2024

Acoustic emission characteristics and energy evolution law of rock damage process of different pore structures under cyclic loading.

Haowen Jiang, Jiandong Dang, Gang Chen, Xiaojun Wang, Kexi Li, Zinan Chen, Shirong Cao, Jian Liu

Abstract read
In one paragraph

Article in Scientific reports, 2024. 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

8 authors.

Haowen JiangSchool of Emergency Management and Safety Engineering, Jiangxi University of Science and Technology, Ganzhou, 341000, China.
Jiandong DangAnhui Tongguan (Lujiang) Mining Co., Ltd, He Fei, 231500, China.
Gang ChenAnhui Tongguan (Lujiang) Mining Co., Ltd, He Fei, 231500, China.
Xiaojun WangSchool of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, 341000, China. wangxiaojun@jxust.edu.cn.
Kexi LiSchool of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, 341000, China.
Zinan ChenAnhui Tongguan (Lujiang) Mining Co., Ltd, He Fei, 231500, China.
Shirong CaoSchool of Emergency Management and Safety Engineering, Jiangxi University of Science and Technology, Ganzhou, 341000, China.
Jian LiuMasteel Group, Zhangzhuang Mining Co., Ltd., Lu'an, 237484, China.

Funding

Jiangxi Province "Shuangqian Plan" Science and Technology Innovation High-end Talent Project Fund jxsq2019201043Jiangxi Province Young Jinggang Scholars Award Program Fund QNJG2018051
6 · The paper itself

Abstract

The AE and damage characteristics of three types of pore-structured rock under the same working conditions are studied by means of uniaxial cyclic loading and unloading tests. The results suggest that with repeated loading and unloading, AE ringing increases as a "jump", and the denser the structure, the earlier the "jump" occurs. The AE cumulative energy shows a "step" upward trend, but there is a significant difference in the "step" spacing. By comparing the energy distribution of rocks with different pore structures, it can be seen that the smaller the porosity and the smaller the pore size, the greater the energy input and storage, and the earlier the internal failure. Compared with the other two energy-based damage calculation methods, the damage calculation method defined in this paper is closer to the true internal damage level of the rock loading cycle. The NSE value of the modified damage variable calculation method was significantly improved and it was shown that the dissipated energy before pore compaction is the main energy causing damage, after pore compaction the combined effects of dissipated energy and plastic deformation energy result in rock damage.

Identifiers

PMID38253708
PMCPMC10803375

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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.