Evidence map›Paper›PMID 42236781›Full record

ArticleScientific reports2026

Experimental study on the mechanical properties of fly ash stabilized bentonite via sodium hydroxide-geopolymerization process.

Tengshen Jing, Shengyang Yuan, Xianfeng Liu, Yulin Liu, Haibin Xu, Weixing Zhou, Gaofeng Pan, Guanlu Jiang

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. 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

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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

8 authors.

Tengshen JingKey Laboratory of High-Speed Railway Engineering (Southwest Jiaotong University), Ministry of Education, Chengdu, 610031, China.
Shengyang YuanKey Laboratory of High-Speed Railway Engineering (Southwest Jiaotong University), Ministry of Education, Chengdu, 610031, China. shengyang.yuan@swjtu.edu.cn.
Xianfeng LiuKey Laboratory of High-Speed Railway Engineering (Southwest Jiaotong University), Ministry of Education, Chengdu, 610031, China. xianfeng.liu@swjtu.edu.cn.
Yulin LiuKey Laboratory of High-Speed Railway Engineering (Southwest Jiaotong University), Ministry of Education, Chengdu, 610031, China.
Haibin XuKey Laboratory of High-Speed Railway Engineering (Southwest Jiaotong University), Ministry of Education, Chengdu, 610031, China.
Weixing ZhouKey Laboratory of High-Speed Railway Engineering (Southwest Jiaotong University), Ministry of Education, Chengdu, 610031, China.
Gaofeng PanSchool of Architecture and Civil Engineering, Chengdu University, Chengdu, 610106, China.
Guanlu JiangKey Laboratory of High-Speed Railway Engineering (Southwest Jiaotong University), Ministry of Education, Chengdu, 610031, China.

Funding

National Natural Science Foundation of China 52008355National Natural Science Foundation of China 52378463National Natural Science Foundation of China 52478475Open Fund of Sichuan Engineering Research Center for Mechanical Properties and Engineering Technology of Unsaturated Soils SC-FBHT2025-08
6 · The paper itself

Abstract

Expansive clay is problematic for transportation infrastructures due to its vulnerability to water induced decrease in strength. Building on existing geopolymer stabilization techniques, this study focuses on optimizing the mix design for expansive soils and elucidating the key physicochemical mechanisms involved in the geopolymerization process to enhance the stabilization performance. To do so, a series of uniaxial compression tests was conducted on a bentonite treated using combination of fly ash and sodium hydroxide (NaOH) while considering different fly ash content, NaOH concentration and initial moisture content. The physical-chemical mechanism of geopolymerization process was investigated using a combination of X-ray diffraction (XRD) and fourier transform infrared spectroscopy (FTIR) analysis as well as scanning electron microscope (SEM) observation. An emphasis was made on the effect of NaOH concentration. Experimental results show that NaOH concentration has the most significant impact on the strength of treated bentonite, which is followed by moisture content and fly ash content. With increasing the NaOH concentration, an optimum NaOH concentration exhibits and corresponds to the maximum unconfined compression strength (UCS) of the treated bentonite. This behaviour can be explained by a different competition of cation exchange reaction and the formation of geopolymer gel. This means that the formation of geopolymer gel may be hindered in high NaOH concentration.

Indexed as

Expansive clayGeopolymerMechanical propertiesMicrostructureStabilization

Identifiers

PMID42236781
PMCPMC13473545

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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.