Evidence map›Paper›PMID 41681277›Full record

ArticleMaterials (Basel, Switzerland)2026

Adsorption Characteristics of Chloride Ions by Calcined Hydrotalcite and Its Influence on the Salt Corrosion Resistance of Asphalt Binder.

Jun Sheng, Yingxue Zou, Yuejing Lv, Dan Huang, Zenggang Zhao, Yuanlin Ding, Siyu Cheng, Jinxian Xiao

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
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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

8 authors.

Jun ShengGuangdong Changzda Road Maintenance Co., Ltd., Guangzhou 510897, China.
Yingxue ZouSchool of Automobile and Traffic Engineering, Wuhan University of Science and Technology, Wuhan 430081, China.
Yuejing LvSchool of Automobile and Traffic Engineering, Wuhan University of Science and Technology, Wuhan 430081, China.
Dan HuangSchool of Automobile and Traffic Engineering, Wuhan University of Science and Technology, Wuhan 430081, China.
Zenggang ZhaoSchool of Civil Engineering, Central South University of Forestry & Technology, Changsha 410004, China.
Yuanlin DingSchool of Automobile and Traffic Engineering, Wuhan University of Science and Technology, Wuhan 430081, China.
Siyu ChengSchool of Automobile and Traffic Engineering, Wuhan University of Science and Technology, Wuhan 430081, China.
Jinxian XiaoSchool of Automobile and Traffic Engineering, Wuhan University of Science and Technology, Wuhan 430081, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This study aims to address the issue of asphalt pavement performance deterioration caused by chloride salt erosion. Layered double hydroxides (CLDHs) calcined at different temperatures, including 400 °C, 500 °C, and 600 °C, were used for the modification of asphalt binder. The structural evolution and chloride ion adsorption characteristics of CLDHs were analyzed. The adsorption kinetic behavior of CLDHs for chloride ions was investigated by combining adsorption kinetic experiments and electrochemical titration experiments. Through characterizing the interfacial adhesion performance between CLDH-modified asphalt binder and aggregates, the chemical composition of asphalt-ash binder before and after salt corrosion, and the leaching stability of organic substances in an environment with abundant chloride ions, the influence of CLDHs on the salt corrosion resistance of asphalt-ash binder was quantified. The results indicate that chloride adsorption by CLDHs is predominantly chemisorption-driven. With increasing calcination temperature, the chloride adsorption capacity of CLDHs gradually improved. In chloride-rich environments, CLDHs significantly enhanced the interfacial adhesion between asphalt binder and aggregates, particularly for coarse aggregates with a particle size of 9.5-13.2 mm. Furthermore, CLDHs effectively suppressed the formation of carbonyl and sulfoxide groups during salt corrosion and substantially decreased the leaching of organic components from asphalt binder. In summary, CLDHs can specifically enhance the salt corrosion resistance of asphalt binder, with the 600 °C-CLDHs demonstrating the most significant improvement, followed by the 400 °C-CLDHs, while the 500 °C-CLDHs performed the least effectively.

Indexed as

adsorption kineticsasphalt bindercalcination temperaturecalcined layered double hydroxideschloride ionsalt erosion resistance

Identifiers

PMID41681277
PMCPMC12897824

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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.