Evidence map›Paper›PMID 39548281›Full record

ArticleScientific reports2024

Study on the influence of anchor plate parameters on the bearing characteristics of the new large-diameter multi-plate soil anchor and creep property of anchor.

Jiawei Wang, Hongbing Xia, Haibing Cai, Jing Hua

Abstract read
PubMed Full text at PMC Publisher
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 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

4 authors.

Jiawei WangSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, 232001, Anhui, China.
Hongbing XiaSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, 232001, Anhui, China. hongbingxia2024@163.com.
Haibing CaiSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, 232001, Anhui, China.
Jing HuaSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, 232001, Anhui, China.

Funding

National Natural Science Foundation of China 51778004
6 · The paper itself

Abstract

The existing mechanical and grouting anchors mostly use the expansion shell method to form a cavity on the borehole wall, and the cement slurry is poured to form multiple enlarged head plates, but the operation is more difficult and the diameter of the formed plate is smaller. In this paper, a new type of large-diameter multi-plate soil anchor and its reaming cavity forming tool are proposed, which can make the operation easier and form a large-diameter enlarged head plate. In order to study the influence of the diameter of anchor plate, the number of anchor plates and the spacing of anchor plates on the vertical uplift capacity of the large-diameter multi-plate soil anchor, 25 sets of comparative models were established for simulation analysis. The finite difference method of FLAC

Indexed as

Anchor plate amountAnchor plate diameterAnchor plate spacingBolt creep rateDisplacementFLAC3DLarge diameter multi-plate soil anchorUplift capacity

Identifiers

PMID39548281
PMCPMC11568206

What OpenQuestion holds

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LicenceCC BY-NC-ND
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Registered trials

None linked

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.