Evidence map›Paper›PMID 40508619›Full record

ArticleMaterials (Basel, Switzerland)2025

Fracture Behavior and Toughness Evaluation of Shotcrete: A Closed-Form Approach.

Quan Zhang, Yihuan Xiao, Xiangyu Han, Bin Jia, Kai Zhang

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2025. 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.

Quan ZhangSchool of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China.
Yihuan XiaoSchool of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China.
Xiangyu HanSchool of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, China.
Bin JiaSchool of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, China.
Kai ZhangCollege of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.

Funding

National Natural Science Foundation of China 52004163National Natural Science Foundation of China 52208406National Natural Science Foundation of China 52274089Natural Science Foundation of Sichuan Province 2025ZNSFSC0030
6 · The paper itself

Abstract

Shotcrete, due to its excellent performance, has become widely adopted as a lining material in tunnel construction. However, research on the fracture behavior of shotcrete, especially in terms of precise fracture toughness determination methods, remains limited. In this study, three distinct batches of shotcrete with varying porosities were fabricated, and their fracture properties were evaluated using three-point bending tests. A closed-form solution was developed to calculate the fracture toughness of shotcrete used in tunnel linings, incorporating factors such as micro-structure, specimen boundaries, and geometry. The results demonstrated that the fracture toughness obtained through this method can be treated as a material constant, independent of specimen geometry. Additionally, the study emphasized the importance of considering the pore structure in the design and fracture analysis of shotcrete materials.

Indexed as

fracture toughnessgeometric effectpore structureshotcrete

Identifiers

PMID40508619
PMCPMC12156233

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.