TY - JOUR
T1 - The compressive strength of concrete retrofitted with wind ash and steel slag pozzolans with a water-cement based polymers
AU - Cai, Ting
AU - Zandi, Yousef
AU - Agdas, Alireza Sadighi
AU - Selmi, Abdellatif
AU - Issakhov, Alibek
AU - Roco-Videla, Angel
N1 - Publisher Copyright:
© 2021 Techno-Press, Ltd.
PY - 2021/6
Y1 - 2021/6
N2 - Freeze and thaw phenomena in cold regions are the main cause of severe damage to concrete structures. Alkaliactivated slag repair mortars, which are introduced as a suitable material for the replacement of Portland cement, can be used as the protective coating for these damaged structures. The mechanical properties and durability of this coating layer should be studied. In this study, the mechanical properties and durability of alkali-activated slag repair mortars with silica fume (SF) participation as inorganic additives against freeze-thaw and salt scaling attacks have been investigated. In order to evaluate the effects of alkaline activators type, the ratio of these solutions to Pozzolan (Pozz), and the use of SF as a substitute base material, these three factors were considered as the main variables to produce 12 alkali-activated slag mortar mixtures. To investigate their mechanical properties, compressive strength, tensile adhesion strength, and drying shrinkage tests were conducted. Also, mortar specimen length change, compressive strength loss, weight loss, and dynamic elastic modulus were measured to evaluate the durability features against freeze-thaw and salt scaling attacks. According to the results, in addition to higher compressive strength and adhesion resistance of alkali-activated slag repair mortars, these mortars showed at least 30% better durability against freeze-thaw and salt scaling attacks than cement-based repair mortar. Also, alkali-activated slag mixtures containing potassium hydroxide, alkaline solution (AS) to Pozz ratio of 0.7, and SF had the best mechanical properties and frost resistance among all mixtures.
AB - Freeze and thaw phenomena in cold regions are the main cause of severe damage to concrete structures. Alkaliactivated slag repair mortars, which are introduced as a suitable material for the replacement of Portland cement, can be used as the protective coating for these damaged structures. The mechanical properties and durability of this coating layer should be studied. In this study, the mechanical properties and durability of alkali-activated slag repair mortars with silica fume (SF) participation as inorganic additives against freeze-thaw and salt scaling attacks have been investigated. In order to evaluate the effects of alkaline activators type, the ratio of these solutions to Pozzolan (Pozz), and the use of SF as a substitute base material, these three factors were considered as the main variables to produce 12 alkali-activated slag mortar mixtures. To investigate their mechanical properties, compressive strength, tensile adhesion strength, and drying shrinkage tests were conducted. Also, mortar specimen length change, compressive strength loss, weight loss, and dynamic elastic modulus were measured to evaluate the durability features against freeze-thaw and salt scaling attacks. According to the results, in addition to higher compressive strength and adhesion resistance of alkali-activated slag repair mortars, these mortars showed at least 30% better durability against freeze-thaw and salt scaling attacks than cement-based repair mortar. Also, alkali-activated slag mixtures containing potassium hydroxide, alkaline solution (AS) to Pozz ratio of 0.7, and SF had the best mechanical properties and frost resistance among all mixtures.
KW - ash
KW - compressive strength
KW - iron slag
KW - pozzolanic concrete
KW - steel slag pozzolans
KW - water-cement based polymers
KW - wind ash
UR - https://www.scopus.com/pages/publications/85109459945
U2 - 10.12989/acc.2021.11.6.507
DO - 10.12989/acc.2021.11.6.507
M3 - Article
AN - SCOPUS:85109459945
SN - 2287-5301
VL - 11
SP - 507
EP - 519
JO - Advances in Concrete Construction
JF - Advances in Concrete Construction
IS - 6
ER -