Uniaxial Compression Failure Behavior and Energy Evolution of Sandstone-Marble Waste Powder Concrete Composites.

Xiang Huang, Jiahao Cao, Shuguang Zhang, Jiaming Li, Zongyuan Pan, Shibin Tang

Abstract read

In one paragraph

Article in Sensors (Basel, Switzerland), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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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

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3 · Its place in the literature

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0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

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5 · Who and what money

Authors and funding

6 authors.

Xiang HuangGuangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin 541004, China.

Jiahao CaoGuangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin 541004, China.

Shuguang ZhangGuangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin 541004, China.ORCID 0000-0002-3596-6433

Jiaming LiGuangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin 541004, China.

Zongyuan PanInstitute of Karst Geology, Chinese Academy of Geological Sciences (CAGS), Guilin 541004, China.

Shibin TangSchool of Civil Engineering, Dalian University of Technology, Dalian 116024, China.

Funding

Guangxi Young Elite Scientist Sponsorship Program GXYESS2025020National Natural Science Foundation of China 52404201Natural Science Foundation of GZAR 2023GXNSFAA026432

6 · The paper itself

Abstract

Sandstone-marble waste powder concrete composite structures serve as common load-bearing systems in tunnels, underground caverns, and similar engineering projects, where the interface roughness characteristics directly govern their overall stability and service safety. To investigate the influence of interface roughness on the failure behavior of the composite, four groups of sandstone-concrete composite specimens made with marble waste powder concrete were prefabricated with different joint roughness coefficients (

Indexed as

acoustic emissiondigital image correlationenergy evolutionjoint roughness coefficientsandstone–marble waste powder concrete compositeuniaxial compression

Identifiers

PMID42451460

DOI10.3390/s26134219

PMCPMC13364309

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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.