Evidence map›Paper›PMID 36770239›Full record

ArticleMaterials (Basel, Switzerland)2023

Experimental Study on Shear Behavior of Rock Composite Material under Normal Unloading Conditions.

Bo Liu, Yifan Chen, Hang Lin, Rihong Cao, Shengwen Zhang

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2023. 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

5 authors.

Bo LiuSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Yifan ChenSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.ORCID 0000-0003-4880-3489
Hang LinSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.ORCID 0000-0002-5924-5163
Rihong CaoSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Shengwen ZhangSchool of Resources and Safety Engineering, Central South University, Changsha 410083, China.

Funding

National Natural Science Foundation of China 51774322
6 · The paper itself

Abstract

As a composite material, the stability of rock mass is usually controlled by a joint. During the process of excavation, the normal stress of the joint decreases continuously, and then the shear strength of the joint decreases, which may eventually lead to the instability and failure of rock mass. Previous studies have mainly focused on the shear behavior of joints under constant normal stress, but have rarely considered the unloading of normal stress. In this paper, a direct shear test of joints with different roughness was carried out, in which the shear stress remained unchanged while the normal stress decreased. The strength characteristics of joints were explored, and the deformation and acoustic emission-counting characteristics of joints were analyzed by digital image correlation (DIC) techniques and acoustic emission (AE). A new method for predicting the instability of joints under normal unloading was proposed based on the evolution law of normal deformation energy (U

Indexed as

acoustic emissionDICenergyjointnormal unloadingroughness

Identifiers

PMID36770239
PMCPMC9920036

What OpenQuestion holds

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LicenceCC BY
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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.