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A Study on Methodology of Tracing Historical Concrete Information Cover

A Study on Methodology of Tracing Historical Concrete Information

Open Access
|Dec 2025

Abstract

This paper presents a methodological study on tracing the material composition and construction technology of historical concrete. Samples were taken from a beam in the basement of the University Road Building of the Zhejiang Library, a Chinese national heritage building. This study measured the apparent density and gas permeability coefficient of the concrete samples. They were then mechanically disintegrated to extract the hardened cement paste, which, after crushing, was analysed by XRD to determine its composition and proportions. Besides, other concrete samples were dissolved in dilute hydrochloric acid, followed by solid-liquid separation, to calculate the cement content. The remaining aggregates were subsequently classified by their characteristics. Mercury intrusion porosimetry was employed to analyse the pore structure of the microstructure, while SEM was used to examine the interfacial transition zone. And results indicated that this historical concrete had poor durability, which can be attributed to uneven aggregate size distribution, increased porosity, relatively low cement content, and insufficient compaction resulting from the construction technology employed. In conclusion, this study presents a methodology of tracing historical concrete information, offering a practical and effective tool for the research and preservation of historical concrete.

DOI: https://doi.org/10.2478/cee-2026-0053 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Language: English
Submitted on: Sep 15, 2025
Accepted on: Oct 9, 2025
Published on: Dec 9, 2025
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2025 Yunyun Tong, Wannian Chen, Zhixiang Li, Qiannan Wang, Wenfang Zhu, Mengya Li, Jiong Wang, Chi Zhang, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

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