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Przeglądaj Artykuły naukowe (WBiIŚ) wg Autor "Department of Civil and Environmental Engineering, Brunel University London, Uxbridge UB8 3PH, UK"
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Pozycja Open Access Development of 3D printed heavyweight concrete (3DPHWC) containing magnetite aggregate(Elsevier BV, 2023) Federowicz, Karol; Techman, Mateusz; Skibicki, Szymon; Chougan, Mehdi; El-Khayatt, Ahmed M.; Saudi, H.A.; Błyszko, Jarosław; Abd Elrahman, Mohamed; Chung, Sang-Yeop; Sikora, Pawel; Faculty of Civil and Environmental Engineering, West Pomeranian University of Technology in Szczecin, Poland; Department of Civil and Environmental Engineering, Brunel University London, Uxbridge UB8 3PH, UK; Department of Physics, College of Science, Imam Mohammad Ibn Saud Islamic University, (IMSIU), Riyadh, Saudi Arabia; Reactor Physics Department, Nuclear Research Centre, Atomic Energy Authority, 13759 Cairo, Egypt; Department of Physics, Faculty of Science, Al-Azhar University, Women Branch, Nasr City, Cairo, Egypt; Structural Engineering Department, Mansoura University, Mansoura City 35516, Egypt; Department of Civil and Environmental Engineering, Yonsei University, Seoul 03722, Republic of KoreaThe main objective of this study is to develop 3D printed heavyweight concrete (3DPHWC) to produce elements with a dry density of up to 3500 kg/m3 by replacing natural aggregate (SA) with magnetite aggregate (MA) up to 100%. A comprehensive systematic study was conducted to thoroughly assess mixtures' mechanical properties, physical proficiency, fresh properties, and printing qualities. The inclusion of MA exhibited the desired fresh properties required for 3D printing and promising physical and mechanical properties. Evaluation of the mechanical properties of designed 3DPHWC indicates that replacing SA with MA increases both cast and printed samples' strengths. The 3D printed M100 sample achieved higher 28 days flexural and compressive strengths by 18 % and 20 %, respectively, compared to printed control mix (M0). Micro-CT study correspondingly demonstrated improvements in the composites' porosity, pore size, and pore morphologies. The linear attenuation coefficients (LACs) and half-value layer (HVLs) for slow neutron and gamma-ray were measured to assess radiation shielding characteristics. A significant performance improvement was obtained for slow neutrons by introducing the magnetite aggregate. Unlike slow neutrons, no significant difference was observed between cast and printed samples against γ-rays. Moreover, the effect of porosity on the shielding performance was discussed.Pozycja Open Access A systematic experimental study on biochar-cementitious composites: Towards carbon sequestration(Elsevier BV, 2022-05-26) Sikora, Paweł; Woliński, Paweł; Chougan, Mehdi; Madraszewski, Szymon; Węgrzyński, Wojciech; Papis, Bartłomiej K.; Federowicz, Karol; Ghaffar, Seyed Hamidreza; Stephan, Dietmar; Department of Civil Engineering, Technische Universität Berlin, Berlin 13355, Germany; Faculty of Civil and Environmental Engineering, West Pomeranian University of Technology in Szczecin, 70-311 Szczecin, Poland; Faculty of Applied Sciences, Collegium Mazovia Innovative School, 08-110 Siedlce, Poland; Department of Civil and Environmental Engineering, Brunel University London, Uxbridge UB8 3PH, UK; Building Research Institute (ITB), 00-611 Warsaw, PolandThe utilisation of biochar, the carbon negative product of pyrolysis, reduces the carbon footprint of the cementitious composites as it possesses the potential to replace the consumption of Portland cement. In a systematic investigation, biochar was used as a partial cement replacement for up to 20 wt% in both cement pastes and mortars. A comprehensive experimental framework was conducted to evaluate the impact of biochar replacement on the performance of (i) cement paste in terms of hydration kinetics, rheology, strength development, porosity, and (ii) mortars in terms of mechanical, thermal, and transport properties. In addition, the durability of developed mortars, including freezing and thawing resistance, thermal resistance, acid (corrosion) resistance, flammability, and smoke production, were examined. The results revealed that lower replacement rates of cement with biochar (up to 5 wt%) do not substantially change the performance of cementitious composites. However, incorporating biochar in higher dosages (i.e., 20 wt%) influenced the hydration process, reduced flexural and compressive strengths by 49% and 29%, respectively, and increased the water absorption coefficient by 60% compared to control specimens. The same cement mortar demonstrated the most promising freeze-thaw (i.e., 98% relative residual compressive strength), acid resistance as well as considerably lower thermal conductivity. In addition, regardless of biochar content, mortars did not exhibit flammability. Therefore, this study demonstrated that despite specific technical issues, biochar can be successfully incorporated into high dosage to cementitious composite as an alternative binder with minimum environmental impacts to improve durability and insulating performance of mortars.