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The technological process of concrete production consists of several parts, including concrete mix design, concrete mix production, transportation of fresh concrete mix to a construction site, placement in concrete framework, and curing. Proper execution of these steps provides good quality concrete. Some factors can disturb the technological process, mainly temperature and excessive precipitation. Changing daily temperature and rainfall during fabrication, transportation, and placement can shape not only the properties of the concrete mix but also the compressive strength of hardened concrete. In this paper, we tried to answer the question of how temperature and precipitation affect concrete production. The scope of this study was to determine the change of compressive strength of the hardened concrete in a specific period for selected concrete mix recipes, taking into account changing daily temperature and precipitation magnitude. The investigated concrete mixes concrete compressive strength beyond that of the concrete grade, termed "concrete superstrength". This concrete post limiting behaviour of concrete is also discussed.
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http://www.ncbi.nlm.nih.gov/pmc/articles/PMC7602431 | PMC |
http://dx.doi.org/10.3390/ma13204577 | DOI Listing |
Sci Rep
September 2025
Highway Engineering Key Lab of Sichuan Province, School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China.
This research provides useful insights into sustainable and cost-effective pavement rehabilitation by evaluating the combined effects of both Reclaimed Asphalt Pavement (RAP) and Crumb Rubber (CR) modification on flexible pavement performance using actual motorway sections. Pavement rehabilitation and maintenance can enhance the design and serviceable life of the pavement. Additionally, modification of asphalt with Crumb Rubber (CR) and Reclaimed Asphalt Pavement (RAP) not only proves to be economical but can also increase the resistance of flexible pavement concerning rutting, fatigue, and moisture damage.
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August 2025
Department of Civil and Environmental Engineering, College of Engineering, Majmaah University, Al Majmaah, 11952, Saudi Arabia.
Foamed concrete (FC) is a lightweight cementitious material made by adding a stable pre-formed foam to a cement paste or mortar to make a homogenized mixture of a controlled low density. The present work aims at evaluating the effect Scrap Aluminum Engine Residue (SAER) has on fresh, mechanical, thermal, and microstructural properties of FC with a water-to-cement ratio of 0.4 at targeted densities of 900 kg/m (FC-900) and 1100 kg/m (FC-1100).
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August 2025
Department of Structural Engineering, Faculty of Engineering, Cairo University, Giza, Egypt.
Recycling crushed clay bricks as both coarse and fine aggregates has shown promising potential for producing eco-friendly concrete, helping to reduce the industry's environmental footprint while promoting the sustainable reuse of waste materials. However, the inherent variability of these aggregates can lead to inconsistent concrete performance, emphasizing the need for a thorough investigation to assess their suitability for construction applications. For this purpose, a number of concrete mixtures incorporating crushed clay bricks as coarse and/or fine aggregates were produced and tested in this study.
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August 2025
School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China.
This study develops a novel geopolymer foamed concrete using coal gangue and slag as precursors, along with a composite alkali activator comprising sodium silicate and sodium hydroxide, based on the physical foaming method. The Box-Behnken Design within Response Surface Methodology was applied to optimize the mix proportions of coal gangue-slag-based geopolymer foamed concrete. The effects of alkali activator dosage, sodium silicate modulus, water-to-binder ratio, and foam content on 28-day compressive strength and thermal conductivity were systematically investigated to determine the optimal mix for achieving a balance between mechanical and thermal performance.
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August 2025
Civil and Environmental Engineering, The University of Miyazaki, 1-1 Gakuenkibanadainishi, Miyazaki 889-2192, Japan.
This paper addresses the issue of reduced lifespan of coastal concrete piles due to chloride ion corrosion. A combination of concrete mix optimization and pile geometry improvement measures is proposed. Based on the diffusion coefficient optimization of Fick's second law, the service life prediction of concrete piles in corrosive environments is completed.
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