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Applied Sciences
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Latest Advances in Cement and Concrete Composites: 2nd Edition
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Latest Advances in Cement and Concrete Composites: 2nd Edition

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: 20 August 2025 | Viewed by 1985

Special Issue Editor

Dr. Riyadh Al-Ameri

E-Mail Website
Guest Editor
School of Engineering, Faculty of Science Engineering & Built Environment, Deakin University, Melbourne, VIC 3216, Australia
Interests: sustainable construction materials; concrete durability; composite structures; geopolymers; fibre-reinforced concrete
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

The construction industry is striving towards innovation in building materials and technology. Optimising material characteristics is a strategic goal aligned with the need for sustainable construction and durable structures. Composites are proven to have the potential for innovative applications in the construction industry where the material properties can be fully utilised. In particular, cement and concrete composites have undergone significant advancement and are the core theme of considerable amounts of research in recent times. Therefore, in this Special Issue, we invite researchers interested in various aspects of the characterisation and durability of cement and concrete composites to contribute and share their findings and achievements. The aim is to provide a platform for the research community to advance cement-based composite technology and facilitate practical applications in the industry.

Dr. Riyadh Al-Ameri
Guest Editor

Manuscript Submission Information

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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-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Applied Sciences is an international peer-reviewed open access semimonthly 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 2400 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

  • fire-resistant cementitious composites
  • non-corrosive cementitious composites
  • alkali-activated binders, fly ash, and pozzolanic reaction
  • graphene and carbon nano-platelets/tubes
  • geopolymer mortar and concrete
  • polymer concrete
  • nanosilica and recycled glass
  • recycled composites
  • FRP composites
  • durability & life cycle assessment

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Related Special Issue

Published Papers (2 papers)

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Research

17 pages, 21876 KiB  
Article
New Insights into Cement-Soil Mixtures with the Addition of Fluidized Bed Furnace Bottom Ashes
by Grzegorz Piotr Kaczmarczyk and Daniel Wałach
Appl. Sci. 2024, 14(24), 11878; https://doi.org/10.3390/app142411878 - 19 Dec 2024
Viewed by 661
Abstract
This research is the result of work on implementing a closed-loop economy in geotechnics, which aligns with the broader concept of a circular economy in construction by promoting the use of waste materials and reducing environmental impact. The research presented in the article [...] Read more.
This research is the result of work on implementing a closed-loop economy in geotechnics, which aligns with the broader concept of a circular economy in construction by promoting the use of waste materials and reducing environmental impact. The research presented in the article focuses on the use of fluidized bed furnace bottom ashes, a by-product of coal combustion in fluidized bed boilers, in the production of cement-soil jet grouting slabs. Samples were analyzed for their structural and mechanical properties to assess their suitability for geotechnical applications. The mixtures were distinguished between those using CEM I and those using CEM II. Mixes based on two types of cements had an additional division based on the amount of additives: reference mix, 5% ash, 15% ash, and 10% ash + 5% microsilica. The conducted experiments aim to determine the physico-mechanical parameters of the new mixtures, highlighting the potential of these materials in mining and geotechnical technologies. The research took into account the impact of time over a period of two years for mortars and 28 days for cement-soil. The authors’ studies included determining the compressive strength, bending strength, and imaging using computed tomography. Computed tomography allowed imaging of the internal structure and porosity analysis. Employing CEM II as the primary binding material slows early strength gain, but adding microsilica significantly enhances strength, compaction, and durability. Despite improved properties, CT imaging revealed increased cracking in mixtures with CEM II, indicating reduced water tightness and highlighting areas for further study. Full article
(This article belongs to the Special Issue Latest Advances in Cement and Concrete Composites: 2nd Edition)
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16 pages, 6578 KiB  
Article
Behaviour Analysis of Beam-Type Timber and Timber-Concrete Composite Panels
by Elza Briuka, Dmitrijs Serdjuks, Pavel Akishin, Genadijs Sahmenko, Andrejs Podkoritovs and Raimonds Ozolins
Appl. Sci. 2024, 14(16), 7403; https://doi.org/10.3390/app14167403 - 22 Aug 2024
Viewed by 942
Abstract
This study addresses the enhancement of material efficiency and reduction in brittleness in timber-to-concrete adhesive connections for beam-type timber and timber-concrete composite panels. The research explores the potential benefits of adding longitudinal timber ribs to cross-laminated timber (CLT) beam-type panels. Three groups of [...] Read more.
This study addresses the enhancement of material efficiency and reduction in brittleness in timber-to-concrete adhesive connections for beam-type timber and timber-concrete composite panels. The research explores the potential benefits of adding longitudinal timber ribs to cross-laminated timber (CLT) beam-type panels. Three groups of flexure-tested specimens were analysed as follows: (1) timber panels (1400 mm × 400 mm) with two 100 mm thick CLT panels and two 60 mm thick CLT panels reinforced with 150 × 80 mm timber ribs; (2) eight specimens (600 mm × 100 mm × 150 mm) with CLT members (600 mm × 100 mm × 100 mm) connected to a 50 mm concrete layer using granite chips and Sikadur-31 (AB) epoxy adhesive; (3) six CLT panels (1400 mm × 400 mm × 50 mm) bonded to a 50 mm concrete layer, with two panels containing polypropylene microfibres and two panels incorporating polyethene dowels for mechanical connection. Specimens were subjected to three-point bending tests and analysed using the transformed section method, γ-method, and finite element method with ANSYS 2023R2 software. Results indicated a 53% increase in load-carrying capacity for ribbed CLT panels with no additional material consumption, a 24.8–41.1% increase for CLT panels strengthened with a concrete layer, and improved ductility and prevention of disintegration in timber-concrete composites with polypropylene microfibres. Full article
(This article belongs to the Special Issue Latest Advances in Cement and Concrete Composites: 2nd Edition)
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