Evidence map›Paper›PMID 39942307›Full record

ArticleMaterials (Basel, Switzerland)2025

Experimental Study on Mechanical Properties of Thermally Conductive High-Strength Concrete.

Xiaojun Li, Shenglei Jia, Longgang Chen, Rongjian Shen, Yang Liu, Ruifeng Mou

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. 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

6 authors.

Xiaojun LiCollege of Safety Science and Engineering, Xi'an University of Science and Technology, Xi'an 710054, China.ORCID 0000-0002-2451-8176
Shenglei JiaCollege of Geology and Environment, Xi'an University of Science and Technology, Xi'an 710054, China.
Longgang ChenShaanxi Transportation Holding Group Ltd., Xi'an 710003, China.
Rongjian ShenShaanxi Anjian Investment and Construction Co., Ltd., Xi'an 710003, China.
Yang LiuShaanxi Anjian Investment and Construction Co., Ltd., Xi'an 710003, China.
Ruifeng MouCollege of Safety Science and Engineering, Xi'an University of Science and Technology, Xi'an 710054, China.

Funding

Research Program of Anhui Water Conservancy Development Co. LTD KY-2021-13Research Program of Anhui Water Conservancy Development Co. LTD KY2022-B16Research Program of Shaanxi Provincial Communication Construction Group Co. Ltd 23-100KResearch Program of Shaanxi Provincial Communication Construction Group Co. Ltd 23-104KShaanxi Key Research Program on QINCHUANGYUAN Scientist and Engineer Project 2023KXJ-134Shaanxi Province Special Funds for Technological Innovation 2021QFY04-02Special Key Research Project of Integration of Industry and Innovation Chain of QINCHUANYUAN Industrial Cluster Program 2023QCY-LL-24
6 · The paper itself

Abstract

Ultra-high-performance concrete (UHPC) is considered one of the future building materials due to its excellent performance. UHPC with good thermal conductivity has potential high-value applications in large-scale bridges and nuclear facilities. As a by-product of the coal gasification process, coal gasification slag (CGS) can replace sand in traditional UHPC. In this paper, based on the preparation of UHPC by CGS, silicon carbide (SiC) was added to improve the thermal conductivity of specimens. The application of CGS and SiC as alternatives to quartz sand with varying mix ratios in UHPC was studied. The impact of the substitution ratios of CGS and SiC on fluidity, mechanical properties, and thermal performance was analyzed. The compressive strength and splitting tensile strength of five different kinds of specimens were tested at 7 d, 14 d, and 28 d. The compressive strength and mass loss rate of specimens with five different ratios were also determined under five different temperature conditions (110 °C, 200 °C, 300 °C, 400 °C, and 500 °C). The results show that the maximum compressive strength of 28 d can reach 159.5 MPa and the splitting strength is 15.30 MPa. The addition of SiC can improve the thermal conductivity and thermal stability of concrete. The compressive strength of all specimens is improved after high-temperature treatment. When substitution rate of SiC reaches 100%, the compressive strength of the specimens is up to 182.2 MPa. With the increase in temperature, the concrete burst phenomenon occurs above 300 °C. It is observed that the high-temperature burst resistance of the specimens with low strength is better than that of the specimens with high strength. Two specimens were scanned with Industrial Computerized Tomography (ICT) and the microstructures of the specimens were compared. It was found that the samples with higher SiC substitution rates had more minor total pore defects and larger pores.

Indexed as

high temperature performancemechanical propertiesthermal conductivityultra-high-performance concrete

Identifiers

PMID39942307
PMCPMC11818937

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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.