Comparison between physical–mechanical properties of mortar made with Portland cement (CEMI) and slag cement (CEMIII) subjected to elevated temperature. (June 2020)

• Record Type: Journal Article
• Authors: Zemri, Cheikh; Bachir Bouiadjra, Mohamed
• Is Part Of: Case studies in construction materials. Volume 12(2020)
• Publication Date: 2020-06
• Subjects: Portland cement -- Slag cement -- Elevated temperature -- Permeability -- Residual compressive strength -- Modulus of elasticity; Building materials -- Case studies -- Periodicals; 691.05
• DOI: 10.1016/j.cscm.2020.e00339
• Languages: English
• ISSNs: 2214-5095

Abstract

Abstract: The use of blast furnace slag during the manufacture of cement is assumed to mitigate CO2 emissions. Generally, the amount of blast furnace slag in the slag cement (CEMIII) ranges between 36 % and 95 %. Slag cement is suitable for the production of all concrete classes, such as the large-scale civil engineering projects (roads, tunnels, bridges). In the case of tunnels, evaluating the performance of concrete exposed to high temperatures will be of great interest. This paper deals with the mechanical properties of cement pastes and mortars made with an ordinary Portland cement (CEMI) and slag cement (CEMIII) subjected to temperatures up to 650 °C. For this purpose, The test specimens were cured for 90 days and then subjected to four different temperatures (160, 300, 400 and 650 °C) at 1 °C/min. Following the 1 h of thermal load, the specimens were examined once their temperature cooled down to room temperature. Measurements were taken for mass loss, permeability, residual compressive strength and modulus of elasticity for each temperature. The test results demonstrated that permeability increases with temperature, and it follows an exponential type formula for both types of mortar. Where there is more loss of permeability in MIII mortars than in MI mortars. The residual compressive strength of all specimens increased up to 160 °C and decreased with further increase in temperature. This decrease is more significant when the temperature exceeds 400 °C. For all heating temperatures, the samples made from the slag cement (CIII and MIII) show higher residual compressive than those made with Portland cement (CI and MI). Furthermore, it was found that at all exposure temperatures the modulus of elasticity of all samples was more reduced compared to the compressive strength. In conclusion, we can say that when using slag cement, the samples show a good mechanical behavior (compressive strength and modulus of elasticity) at high temperatures and also for permeability.