Evidence map›Paper›PMID 36560069›Full record

ArticleSensors (Basel, Switzerland)2022

Evaluation of Void Defects behind Tunnel Lining through GPR forward Simulation.

Xianlong Wu, Xiaohua Bao, Jun Shen, Xiangsheng Chen, Hongzhi Cui

Abstract read
In one paragraph

Article in Sensors (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 3 papers.

0numbers the graph read from it
0cells of the map it votes in
3citing 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

3 citing papers in PubMed.

  1. Article
  2. Article
  3. 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.

Xianlong WuCollege of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.
Xiaohua BaoCollege of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.ORCID 0000-0002-5784-4277
Jun ShenCollege of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.ORCID 0000-0001-5447-0188
Xiangsheng ChenCollege of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.ORCID 0000-0002-0880-579X
Hongzhi CuiCollege of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Voids, a common defect in tunnel construction, lead to the deterioration of the lining structure and reduce the safety of tunnels. In this study, ground-penetrating radar (GPR) was used in tunnel lining void detection. Based on the finite difference time domain (FDTD) method, a forward model was established to simulate the process of tunnel lining void detection. The area of the forward image and the actual void area was analyzed based on the binarization method. Both the plain concrete and reinforced concrete lining with various sizes of air-filled and water-filled voids were considered. The rationality of the model was verified by measured data. It was observed that the response mode of voids can be hyperbolic, bowl-shaped, and strip-shaped, and this depends on the void's width. Compared with the air-filled voids, water filling increases the response range of the voids and produces a virtual image. Although the diffracted wave caused by a steel bar will bring about significant interference to the void response, the center position of the voids can be accurately located using 3D GPR.

Indexed as

finite difference time domain (FDTD)forward modelingground-penetrating radar (GPR)tunnel liningvoid

Identifiers

PMID36560069
PMCPMC9783560

What OpenQuestion holds

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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.