Novel Construction Material and Its Applications

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

Deadline for manuscript submissions: 20 December 2024 | Viewed by 1683

Special Issue Editor


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Guest Editor
School of Engineering, Università della Basilicata, Viale dell’Ateneo Lucano 10, 85100 Potenza, Italy
Interests: blended cements; low-CO2; fluidized bed combustion; materials engineering; environmental engineering
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Special Issue Information

Dear Colleagues,

The Special Issue delves into a wide range of novel materials that possess desirable properties, with emphasis on durability, sustainability, energy efficiency, and cost-effectiveness. We invite researchers and experts to contribute their insights on various materials such as advanced composites, engineered woods, smart materials, self-healing materials, and nanomaterials, including but not limited to high-rise buildings, bridges, roads, infrastructure, and sustainable housing.

Environmental sustainability is a key theme throughout the Special Issue, with a strong focus on materials that contribute to reducing carbon footprints, waste generation, and energy consumption in construction. 

Furthermore, the Special Issue examines the integration of emerging technologies, such as additive manufacturing (3D printing), robotics, and artificial intelligence, in the fabrication and utilization of these novel construction materials.

Dr. Antonio Telesca
Guest Editor

Manuscript Submission Information

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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

  • green materials
  • construction materials
  • industrial wastes
  • recycled aggregates
  • raw materials
  • secondary raw materials
  • supplementary cementitious materials
  • self-healing materials
  • structural health monitoring
  • healthy buildings
  • durability energy consumption reductions and CO2 capture
  • CO2 reduction
  • life cycle assessment

Published Papers (2 papers)

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Research

20 pages, 5385 KiB  
Article
Mechanical Response and Deterioration Mechanisms in Freeze–Thaw Environments for Crushed Stone Stabilized with Industrial Solid Waste
by Yongxiang Li, Kuiliang Ji, Li Lv and **ao Li
Appl. Sci. 2024, 14(13), 5566; https://doi.org/10.3390/app14135566 - 26 Jun 2024
Viewed by 824
Abstract
The conflict between industrial solid waste treatment and environmental protection in Inner Mongolia is becoming increasingly prominent. Using industrial solid waste such as mineral powder, fly ash and wet calcium carbide slag as raw materials, using the alkali excitation method to prepare geopolymer, [...] Read more.
The conflict between industrial solid waste treatment and environmental protection in Inner Mongolia is becoming increasingly prominent. Using industrial solid waste such as mineral powder, fly ash and wet calcium carbide slag as raw materials, using the alkali excitation method to prepare geopolymer, and replacing part of the cement for pavement base can effectively absorb industrial solid waste and realize the dual goals of waste utilization and environmental protection. Through mechanical properties tests before and after a freeze–thaw cycle and micro tests such as scanning electron microscopy (SEM) and mercury intrusion porosimetry (MIP), the strength variation rule and mechanism of geopolymer-cement stabilized aggregate under freeze–thaw cycles were deeply investigated. The relationship between different porosity indexes and mechanical properties in mercury intrusion porosimetry (MIP) was established by grey relation analysis. The results prove that a mixture with impaired properties after freeze–thaw cycles and the anti-freezing performance of the mixture with 20% geopolymer content are better than that of the mixture with no geopolymer content and 40% geopolymer content. The loss rates of unconfined compressive strength (UCS) after 5, 10 and 20 freeze–thaw cycles were 9.5%, 27.6% and 36.4%, respectively. The appropriate addition of geopolymer can enhance the anti-freezing performance of a stable aggregate. Following freezing and thawing cycles, the unconfined compressive strength (UCS) damage of the mixture is mainly influenced by a rise in total porosity, and the grey correlation degree is 0.75. The increase in more harmful pores and total porosity mainly results in an indirect tensile strength (ITS) loss. The grey correlation degree is 0.91. The compressive rebound modulus (CRM) is not affected by the change in pores but decreases with a rise in the geopolymer dosage. Full article
(This article belongs to the Special Issue Novel Construction Material and Its Applications)
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15 pages, 4415 KiB  
Article
Fabrication and Properties of Blended Calcium Sulfoaluminate Cements Based on Thermally Treated Reservoir Sediments
by Antonio Telesca and Milena Marroccoli
Appl. Sci. 2024, 14(4), 1359; https://doi.org/10.3390/app14041359 - 7 Feb 2024
Viewed by 651
Abstract
In 2021, approximately 4.1 billion tonnes of cement were globally produced and the annual CO2 emissions from cement plants reached almost 2.8 billion metric tonnes. In recent years, many efforts have been made to manufacture low-CO2 cements. In this regard, great [...] Read more.
In 2021, approximately 4.1 billion tonnes of cement were globally produced and the annual CO2 emissions from cement plants reached almost 2.8 billion metric tonnes. In recent years, many efforts have been made to manufacture low-CO2 cements. In this regard, great consideration has been given towards calcium sulfoaluminate (CSA) binders for both their technical features and sustainable properties, principally connected to their industrial process. The use of blended cements composed by CSA binders and supplementary cementitious materials (SCMS) can be an effective way to (a) reduce the CO2 footprint and (b) produce greener binders. This scientific work studied the utilization of different amounts (15–35 wt%) of calcined reservoir sediments (RS) as SCMS in blended CSA binders, where the binders were cured for up to 56 days and characterised by various analytical techniques. It was found that thermally treated RS were particularly noteworthy as their utilization allowed for a dilution of the CSA clinker, thus implying a decrease in CO2 emissions and a reduction in costs related to their production. However, compared to a plain CSA cement, the blended systems showed rather similar volume stability levels, whilst their compressive strength and porosity values were, respectively, lower and higher at all the investigated aging periods. Full article
(This article belongs to the Special Issue Novel Construction Material and Its Applications)
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