Advanced Functional Coatings and Surface Engineering for Sustainable Cement-Based Materials

A special issue of Coatings (ISSN 2079-6412). This special issue belongs to the section "Architectural and Infrastructure Coatings".

Deadline for manuscript submissions: 28 February 2027 | Viewed by 183

Editors

School of Civil Engineering, Hefei University of Technology, Hefei 230009, China
Interests: cement-based materials; surface engineering; FRP; durability; interface bonding; structural repair; strengthening; sustainable construction

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Guest Editor
State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
Interests: low-carbon cementitious materials; functional coatings; impact resistance; surface modification; eco-friendly materials; smart construction; high-performance concrete
School of Civil Engineering, Hefei University of Technology, Hefei 230009, China
Interests: anti‑seepage coating; surface insulation design; structural surface protection; strength degradation

Special Issue Information

Dear Colleagues,

Cement-based materials are the most widely used construction materials globally, supporting infrastructure development while facing growing pressures from carbon neutrality, durability degradation, and service safety under extreme environments. Global trends toward green construction, long‑life infrastructure, and intelligent maintenance have raised urgent demands for high‑performance, low‑carbon, and multifunctional surface protection technologies. Advanced functional coatings and surface engineering can effectively enhance impermeability, corrosion resistance, self‑healing, and durability, thereby extending service life, reducing resource consumption, and lowering carbon emissions, making this field highly timely and significant for both academic research and engineering practice.

This Special Issue aims to present and disseminate the most recent advances in advanced functional coatings and surface engineering for sustainable cement‑based materials. We welcome high‑quality original research, reviews, and technical communications covering material design, fabrication mechanisms, characterization methods, and engineering applications.

Topics of interest include, but are not limited to:

  • Eco‑friendly functional coatings for durability enhancement of cement‑based materials;
  • Surface modification and interface engineering for fiber‑reinforced cementitious composites;
  • Self‑healing, superhydrophobic, and intelligent responsive coatings;
  • Low‑carbon and resource‑efficient surface treatment technologies;
  • Numerical simulation and life‑cycle prediction of coated cement‑based systems;
  • Surface engineering for structural repair, strengthening, and long‑term performance improvement;
  • Multifunctional surface design for extreme service conditions (e.g., hydraulic, impact, and dynamic loading).

Dr. Fan Yang
Dr. Lingling Hu
Dr. Guang Liu
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 250 words) can be sent to the Editorial Office for assessment.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-anonymized peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Coatings is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • cement-based materials
  • functional coatings
  • surface engineering
  • sustainable construction
  • durability

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Published Papers (1 paper)

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Research

19 pages, 25253 KB  
Article
Experimental Investigation of Impermeability and Fatigue Behaviour of Modified Soil
by Chenchen Du, Risheng Wang and Xiaosu Wang
Coatings 2026, 16(7), 809; https://doi.org/10.3390/coatings16070809 - 7 Jul 2026
Abstract
To address the permeability deterioration and fatigue degradation of modified soil under high-moisture service conditions, this study investigated the impermeability and fatigue behaviour of modified soil under different lime contents, compaction degrees, moisture contents and curing durations through laboratory permeability tests and cyclic [...] Read more.
To address the permeability deterioration and fatigue degradation of modified soil under high-moisture service conditions, this study investigated the impermeability and fatigue behaviour of modified soil under different lime contents, compaction degrees, moisture contents and curing durations through laboratory permeability tests and cyclic loading tests. The results indicate that the permeability coefficient of modified soil decreases with increasing lime content, compaction degree and curing age, while it increases with increasing moisture content. Under 28-day curing conditions, increasing the lime content from 4% to 10% reduced the permeability coefficient by 80.4%. Under cyclic loading, the accumulated fatigue failure cycles of modified soil increased with higher lime content and longer curing periods, but decreased with increasing peak load under the adopted step-loading protocol; the accumulated fatigue failure cycles increased by up to 1.89 times. In addition, an empirical peak load–cycle relationship was obtained only for the tested modified soil with 8% lime content under a 120-day curing period and the adopted step-loading protocol in this study, providing experimental support for engineering design and service-life evaluation under similar loading conditions. Full article
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