TY - CONF A1 - Durlo Tambara, Luís Urbano T1 - Early hydration reactions of calcium sulfoaluminate cement in water and alkaline media N2 - This study investigates the early hydration of calcium sulfoaluminate (CSA) cement in water (CSAH) and 2M NaOH (CSA2M), both with a liquid/solid ratio of 0.5. Hydration kinetics were assessed using in situ X-ray diffraction, isothermal conduction calorimetry, ultrasonic pulse velocity (UPV) and mechanical strength measurements. The results indicate that in the CSA2M system, the maximum heat release occurs earlier, and UPV measurements reveal a more rapid increase in mechanical stiffness (Figure 1a). The presence of alkalis accelerates the dissolution of ye’elimite and anhydrite, leading to a shorter induction period and faster precipitation of ettringite (Figure 1b-d). The phase refinement confirmed a higher dissolution rate of anhydrite in the alkaline environment, while the formation of ettringite stabilizes within 10 hours. Initial dissolution (0–40 min) increases ion concentration, followed by accelerated ettringite formation (0.6–2.5 h) with rising heat flow and UPV. A secondary acceleration (2.5–4.3 h) occurs only in CSAH. Deceleration (2.5–10 h) leads to further stabilization, with reactions proceeding at a slower rate. At 25 h, CSAH reached 58.3% ettringite and CSA2M 48.2%. These findings contribute to a deeper understanding of the early hydration mechanisms of CSA cement and the impact of alkalis on phase evolution. T2 - 3rd International Workshop on Calcium Sulfoaluminate Cements CY - Leeds, UK DA - 23.06.2025 KW - Calcium sulfoaluminate cement KW - Ultrasonic pulse velocity KW - Early hydration KW - Alkali KW - In situ XRD PY - 2025 AN - OPUS4-63758 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Durlo Tambara, Luís Urbano A1 - Lima, G. T. S. A1 - Silvestro, L. A1 - Ruviaro, A. S. A1 - Gleize, P. J. P. A1 - de Azevedo, A. R. G. T1 - Influence of polycarboxylate superplasticizer and calcium sulfoaluminate cement on the rheology, hydration kinetics, and porosity of Portland cement pastes N2 - Binary systems composed of Portland cement (PC) and calcium sulfoaluminate (CSA) cement have stood out for applications requiring high early strengths. Nevertheless, the application of these systems may be limited due to their properties in the fresh state, which requires a better understanding of the rheological behavior of these materials. Thus, this study evaluated the incorporation of different polycarboxylate-based superplasticizer (SP) contents (0.15, 0.20, and 0.25 wt%) on PC and PC-CSA binary cement pastes. Rotational rheometry, isothermal calorimetry, X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), and nitrogen adsorption and desorption tests to assess the pore size distribution of cement pastes were conducted. While the SP incorporation reduced the dynamic yield stress of PC pastes, it progressively increased the yield stress of PC-CSA systems. The increase in SP content increased the main heat flow peak of PC-CSA pastes, although it did not significantly affect the cumulative heat after 160 h of hydration. FTIR and XRD confirm higher ettringite contents in the binary systems and indicate the presence of carboaluminates phases after 7 d of hydration in both PC and PC-CSA and hemicarboaluminate in PC-CSA pastes. The CSA incorporation reduced the cumulative pore volume by up to 32% compared to PC pastes, while the SP content evaluated did not significantly affect the porosity of PC-CSA pastes. KW - Calcium sulfoaluminate cement KW - Portland cement KW - Superplasticizer KW - Rheology KW - Hydration PY - 2023 DO - https://doi.org/10.1016/j.jobe.2023.106120 SN - 2352-7102 VL - 68 SP - 1 EP - 15 PB - Elsevier Ltd. CY - Amsterdam AN - OPUS4-57034 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Durlo Tambara, Luís Urbano T1 - Influence of dredging mud on the calcium sulfoaluminate cement hydration N2 - Dredging sediment refers to materials removed from the bottom of a water body during dredging operations. Mainly the dreading mud contains clay, silt, sand, water, and alkalis. This work incorporated dredging mud into the calcium sulfoaluminate cement at replacement levels of 0%, 10%, 30%, and 50% by weight. Pastes were evaluated after 1d, 28d, and 90d- hydration through mechanical strengths and the reaction rate by isothermal conduction calorimetry. XRD and MIP characterized the reaction products. The findings showed that small replacements (10% and 30%) increased early strength with higher ettringite formation in the system at 1d of curing. However, the evolution of mechanical strength was lower than the reference (0% replacement) over time. The results showed that in low replacement dosages, the dredging mud act as a nucleation site for the hydration of calcium sulfoaluminate phases. T2 - 7th International Conference Non-Traditional Cement & Concrete (NTCC) CY - Brno, Czech Republic DA - 25.06.2023 KW - Calcium sulfoaluminate cement KW - Dredging mud KW - Hydration KW - Paste PY - 2023 AN - OPUS4-58054 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -