Evidence map›Paper›PMID 42744883›Full record

ArticleScientific reports2026

Mechanical behavior and multiscale damage evolution of filled fractured sandstone under freeze-thaw cycles.

Rui Li, Jianxi Ren, Kai Su, Mengchen Yun

Abstract read
In one paragraph

Article in Scientific reports, 2026. 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

4 authors.

Rui LiSchool of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, 710054, China. lirui4103@163.com.
Jianxi RenSchool of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, 710054, China. renjianxi1968@163.com.
Kai SuShaanxi Coal Industry Fengjing New Energy Technology Co., Ltd., Xi'an, 710300, China.
Mengchen YunSchool of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, 710054, China.

Funding

China Postdoctoral Science Foundation 2025MD774127National Natural Science Foundation of China 42377187National Natural Science Foundation of China 42507282Shaanxi Postdoctoral Research Project 2025BSHSDZZ368Shaanxi Provincial Department of Education Research Project 24JK0541
6 · The paper itself

Abstract

To address the deterioration of rock engineering stability in seasonally frozen regions, this study investigated the mechanical response and damage evolution of sandstone subjected to the coupled effects of freeze-thaw (F-T) cycles and filled fractures. Uniaxial compression tests were performed on intact specimens and specimens containing prefabricated, through-going filled fractures with dip angles of 30°, 45°, and 60° after 0, 20, 40, and 60 F-T cycles. A multi-technique monitoring framework integrating acoustic emission (AE), digital image correlation (DIC), and nuclear magnetic resonance (NMR) was used to characterize energy, deformation, and pore-structure evolution. The results showed that F-T cycles progressively degraded the physical and mechanical properties of sandstone, with strength decreasing approximately linearly over the tested cycle range. Fracture geometry exerted a pronounced influence on damage evolution. Larger fracture dip angles were associated with a stronger shift of the pore-size distribution toward larger pores, consistent with enhanced transmission and concentration of frost-heave stress. NMR T

Indexed as

Damage evolutionFilled fractured sandstoneFreeze-thaw cyclesPore structure

Identifiers

PMID42744883
PMCPMC13578704

What OpenQuestion holds

Textmetadata
Read underepoch 390

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.