Результаты исследований: Вклад в журнал › Статья › Рецензирование
Результаты исследований: Вклад в журнал › Статья › Рецензирование
}
TY - JOUR
T1 - Valorization of hazardous chrysotile by H3BO3 incorporation to produce an innovative eco-friendly radiation shielding concrete: Implications on physico-mechanical, hydration, microstructural, and shielding properties
AU - Masoud, M. A.
AU - El-Khayatt, A. M.
AU - Mahmoud, K. A.
AU - Rashad, Alaa M.
AU - Shahien, M. G.
AU - Bakhit, Bottros R.
AU - Zayed, Ahmed M.
N1 - The paper is based upon work supported by Science, Technology & Innovation Funding Authority (STDF) , Call No. 9/Technology Development Grants (STDF-TDG)/Development & Innovation Grants under grant number 43376.
PY - 2023
Y1 - 2023
N2 - For the first time, the hazardous chrysotile was valorized as an aggregate in radiation shielding concrete (RSC). This was accomplished through its amalgamation with two different ratios of boric acid (H3BO3) by 1 and 3% of cement mass to produce CR1, and CR2 concrete mixtures, respectively, in comparison with zero H3BO3 in the control concrete (CC). Physico-mechanical, hydration, and microstructural properties of these concrete mixtures were analyzed employing X-ray diffraction (XRD), Fourier transformation infrared spectroscopy (FTIR), X-ray fluorescence (XRF), scanning electron microscopy (SEM), thermogravimetry/its derivative (TG/DTG), and physico-mechanical tests. Additionally, the radiation shielding was evaluated using Pu–Be, and 60Co sources. Computational studies using NXcom, and WinXCom, as theoretical calculation programs accompanied by the MCNP-5 code as a simulation tool, were applied to verify the radiation shielding measurements. The findings showed that the CC has reasonable radiation shielding with acceptable physico-mechanical properties. On the contrary, CR1 and CR2 had deleterious mechanical and microstructural properties, but more enhanced neutron shielding properties compared to their precursor CC. This conclusion was verified by the remarkable compatibility between the computational and experimental outcomes. Ultimately, H3BO3 additions boosted the radiation shielding of chrysotile concrete despite their devastating impact on the mechanical and microstructural properties, emphasizing the eligibility of chrysotile as an aggregate in RSC. © 2023 Elsevier Ltd.
AB - For the first time, the hazardous chrysotile was valorized as an aggregate in radiation shielding concrete (RSC). This was accomplished through its amalgamation with two different ratios of boric acid (H3BO3) by 1 and 3% of cement mass to produce CR1, and CR2 concrete mixtures, respectively, in comparison with zero H3BO3 in the control concrete (CC). Physico-mechanical, hydration, and microstructural properties of these concrete mixtures were analyzed employing X-ray diffraction (XRD), Fourier transformation infrared spectroscopy (FTIR), X-ray fluorescence (XRF), scanning electron microscopy (SEM), thermogravimetry/its derivative (TG/DTG), and physico-mechanical tests. Additionally, the radiation shielding was evaluated using Pu–Be, and 60Co sources. Computational studies using NXcom, and WinXCom, as theoretical calculation programs accompanied by the MCNP-5 code as a simulation tool, were applied to verify the radiation shielding measurements. The findings showed that the CC has reasonable radiation shielding with acceptable physico-mechanical properties. On the contrary, CR1 and CR2 had deleterious mechanical and microstructural properties, but more enhanced neutron shielding properties compared to their precursor CC. This conclusion was verified by the remarkable compatibility between the computational and experimental outcomes. Ultimately, H3BO3 additions boosted the radiation shielding of chrysotile concrete despite their devastating impact on the mechanical and microstructural properties, emphasizing the eligibility of chrysotile as an aggregate in RSC. © 2023 Elsevier Ltd.
UR - http://www.scopus.com/inward/record.url?partnerID=8YFLogxK&scp=85160393468
UR - https://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=tsmetrics&SrcApp=tsm_test&DestApp=WOS_CPL&DestLinkType=FullRecord&KeyUT=001013363800001
U2 - 10.1016/j.cemconcomp.2023.105120
DO - 10.1016/j.cemconcomp.2023.105120
M3 - Article
VL - 141
JO - Cement and Concrete Composites
JF - Cement and Concrete Composites
SN - 0958-9465
M1 - 105120
ER -
ID: 40056852