98%
921
2 minutes
20
This study focuses on the calcined coal gangue (CCG)-blended cements containing Stöber nano-SiO (SNS) particles. The effects of SNS particles on the workability, hydration behaviour, mechanical properties and microstructure evolution of the blended cements were comprehensively investigated at curing ages ranging from 1 to 28 d. The hydration behaviour was studied via isothermal calorimetry test, X-ray diffraction (XRD) and thermogravimetric (TG) tests. The microstructural evolution was studied using mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM). The results show that the incorporation of SNS led to a significant reduction in fluidity, particularly at an SNS content of 3%. The SNS significantly increased the compressive strength of the CCG-blended cement at all curing ages, and the optimum SNS content was found to be 2%. SNS significantly accelerated not only the early cement hydration but also the pozzolanic reaction of CCG at later curing ages, resulting in a decrease in portlandite, as evidenced by the isothermal calorimetry, XRD and TG analysis. Microstructural analysis shows that the incorporation of SNS effectively refined the pore structure of the CCG-blended cement, resulting in the formation of a dense microstructure. All these beneficial effects of SNS provides advantages in the development of the compressive strength of the CCG-blended cement at all curing ages.
Download full-text PDF |
Source |
---|---|
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC11395811 | PMC |
http://dx.doi.org/10.3390/ma17174218 | DOI Listing |
Sensors (Basel)
August 2025
Department of Mechanical Engineering, Southern Methodist University, Dallas, TX 75205, USA.
Concrete compressive strength is a critical property for structural performance and construction scheduling. Traditional non-destructive testing (NDT) methods, such as rebound hammer and ultrasonic pulse velocity, offer limited reliability and resolution, particularly at early ages. This study presents an AI-powered structural health monitoring (SHM) framework that integrates multi-type and multi-position piezoelectric (PZT) sensor networks with machine learning for in situ prediction of concrete compressive strength.
View Article and Find Full Text PDFMed Hist
August 2025
https://ror.org/03rfbyn37Northampton General Hospital, Museum and Archive, Northampton, United Kingdom.
The presence of children in eighteenth-century English voluntary hospitals is an area of increasing interest and attention. The Northampton Infirmary admission records detail inpatient and outpatient ages from 1744 to 1804, allowing for longitudinal investigations of children in the institution. The most common distempers affecting children were surgical infections, infectious diseases, and skin diseases; fifty-six per cent of the child patients were male and 43.
View Article and Find Full Text PDFMaterials (Basel)
August 2025
School of Materials Science and Engineering, Tianjin Chengjian University, Tianjin 300384, China.
In marine engineering applications, substituting conventional crushed stone coarse aggregates with coral aggregates offers dual advantages: reduced terrestrial quarrying operations and minimized construction material transportation costs. However, the inherent characteristics of coral aggregates-low bulk density, high porosity, and elevated water absorption capacity-adversely influence concrete workability and mechanical performance. To address these limitations, this investigation employed microbial-induced carbonate precipitation (MICP) for aggregate modification.
View Article and Find Full Text PDFAcc Mater Res
July 2025
Departamento de Química Inorgánica, Cristalografía y Mineralogía, Universidad de Málaga, 29071 Málaga, Spain.
The production of cement is a key indicator of a region's level of development. As such, its use is essential for any society aiming to create healthy, comfortable, safe and secure living and working environments. However, these benefits come at a price; Portland cement production accounts for ≈8% of the total anthropogenic CO emissions.
View Article and Find Full Text PDFPolymers (Basel)
July 2025
Department of Civil Engineering, King Mongkut's University of Technology Thonburi (KMUTT), Bangkok 10140, Thailand.
This study investigates the influence of superabsorbent polymer (SAP) particle size on the mechanical and shrinkage behavior of concrete. Five concrete mixtures were prepared using SAPs with varying size ranges: 150-300 µm, 300-600 µm, 600-1800 µm, and a blended mix combining 300-600 µm and 600-1180 µm. The primary focus was on evaluating compressive strength, elastic modulus, autogenous shrinkage, drying shrinkage, and total shrinkage.
View Article and Find Full Text PDF