Ramadji Christian, Messan Adamah, Prud'Homme Elodie
Laboratoire Eco-Matériaux et Habitats Durables (LEMHaD), Institut International d'Ingénierie de l'Eau et de l'Environnement (Institut 2iE), Rue de la Science, Ouagadougou 01 BP 594, Burkina Faso.
Laboratoire Matériaux, Ingénierie et Sciences (MATEIS UMR 5510), Institut National des Sicences Appliquées de Lyon (INSA Lyon), Université de Lyon, 7 Avenue Jean Capelle, 69100 Villeurbanne, France.
Materials (Basel). 2020 Nov 27;13(23):5406. doi: 10.3390/ma13235406.
This study explored the pozzolanic reactivity of granite powder (GP) and its influence on the microstructure of cement paste. An analysis of the physical properties (water demand, setting time, heat of hydration and total shrinkage), compressive strength and durability indicators (water absorption, porosity, acid attack and chloride ions diffusion) was carried out on mortar containing 10%, 15% and 20% of GP as partial substitution to cement (CEM I 42.5 R) in the short and long term. The results showed that the GP does not exhibit pozzolanic reactivity and that it reduces the heat of hydration. Water demand and setting time were not affected by the GP. The compressive strength decreases with increasing the content of GP; but in the long term, the compressive strength was not affected for 10% GP substitution. The presence of granite powder in mortar induces an increase in porosity, which led to an increase in the diffusion properties of fluids (capillary water absorption and chloride ions diffusion).
本研究探讨了花岗岩粉(GP)的火山灰活性及其对水泥浆体微观结构的影响。对含有10%、15%和20% GP作为水泥(CEM I 42.5 R)部分替代物的砂浆进行了短期和长期的物理性能(需水量、凝结时间、水化热和总收缩率)、抗压强度和耐久性指标(吸水率、孔隙率、酸侵蚀和氯离子扩散)分析。结果表明,GP不表现出火山灰活性,且会降低水化热。需水量和凝结时间不受GP影响。抗压强度随GP含量的增加而降低;但从长期来看,10% GP替代量时抗压强度不受影响。砂浆中花岗岩粉的存在导致孔隙率增加,进而导致流体扩散性能(毛细吸水率和氯离子扩散)增加。