Evidence map›Paper›PMID 42795187›Full record

ArticleMaterials (Basel, Switzerland)2026

CRITIC-Entropy-Weighted TOPSIS-Based Mix Ratio Optimization of Carbide Slag-Polypropylene Fiber-Modified Expansive Soil.

Junhua Chen, Xiulin Wei, Yuzi Nie, Aijun Chen, Xiong Shi

Abstract read
In one paragraph

Article in Materials (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.

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.

Junhua ChenSchool of Architecture and Transportation Engineering, Guilin University of Electronic Technology, Guilin 541004, China.
Xiulin WeiSchool of Architecture and Transportation Engineering, Guilin University of Electronic Technology, Guilin 541004, China.ORCID 0009-0005-8915-1407
Yuzi NieSchool of Architecture and Transportation Engineering, Guilin University of Electronic Technology, Guilin 541004, China.
Aijun ChenSchool of Architecture and Transportation Engineering, Guilin University of Electronic Technology, Guilin 541004, China.
Xiong ShiSchool of Architecture and Transportation Engineering, Guilin University of Electronic Technology, Guilin 541004, China.

Funding

Natural Science Foundation of Guangxi Zhuang Autonomous Region 2026GXNSFAA00640561
6 · The paper itself

Abstract

To address expansive soil swelling-shrinkage distress and the limitations of single carbide slag (brittle failure), pure fiber (limited strength), and cement (high carbon emissions), this study develops a multi-indicator optimization method for carbide slag-polypropylene fiber composite improvement. Twenty-five full-factorial tests were conducted under three schemes: single slag, single fiber, and composite improvement. Six indicators (USR, LSR, VSR, cohesion, internal friction angle, UCS) were used to construct a CRITIC-entropy-TOPSIS model. The new insight brought by this research lies in coupling combination weighting with TOPSIS to eliminate the deviation of one-sided optimal formulas biased toward swelling inhibition or strength growth obtained by conventional single weighting and conventional range analysis, filling the gap of a multi-objective evaluation system balancing indicator conflict and dispersion, and realizing multi-index balanced optimization. The optimal C8P0.3 (8% slag + 0.3% fiber) has a relative closeness of 0.93. Compared to raw soil, USR drops by 77.07%, and cohesion and UCS increase by 164.30% and 71.91%; compared to C8P0, cohesion and UCS increase by 8.56% and 10.16%, relieving brittleness. XRD/SEM reveal that slag hydration forms rigid C-S-H networks while fibers create flexible 3D networks, jointly achieving rigid-flexible synergy that fills pores and bridges cracks. This work provides an optimization approach for low-carbon expansive subgrade stabilization.

Indexed as

CRITIC–entropy weight combination weighting methodmechanical propertiesswelling–shrinkage behaviorTOPSIS

Identifiers

PMID42795187
PMCPMC13608827

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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.