TY - JOUR
T1 - Transforming Conventional Construction Binders and Grouts into High-Performance Nanocarbon Binders and Grouts for Today’s Constructions
AU - Katman, Herda Yati Binti
AU - Khai, Wong Jee
AU - Kırgız, Mehmet Serkan
AU - Nehdi, Moncef L.
AU - Benjeddou, Omrane
AU - Thomas, Blessen Skariah
AU - Papatzani, Styliani
AU - Rambhad, Kishor
AU - Kumbhalkar, Manoj A.
AU - Karimipour, Arash
N1 - Publisher Copyright:
© 2022 by the authors.
PY - 2022/7
Y1 - 2022/7
N2 - The transformation of conventional binder and grout into high-performance nanocarbon binder and grout was evaluated in this investigation. The high-performance nanocarbon grout consisted of grey cement, white cement, lime, gypsum, sand, water, and graphite nanoplatelet (GNP), while conventional mortar is prepared with water, binder, and fine aggregate. The investigated properties included unconfined compressive strength (UCS), bending strength, ultrasound pulse analysis (UPA), and Schmidt surface hardness. The results indicated that the inclusion of nanocarbon led to an increase in the initial and long-term strengths by 14% and 23%, respectively. The same trend was observed in the nanocarbon binder mortars with white cement, lime, and gypsum in terms of the UCS, bending strength, UPA, and Schmidt surface hardness. The incorporation of nanocarbon into ordinary cement produced a high-performance nanocarbon binder mortar, which increased the strength to 42.5 N, in comparison to the 32.5 N of the ordinary cement, at 28 days.
AB - The transformation of conventional binder and grout into high-performance nanocarbon binder and grout was evaluated in this investigation. The high-performance nanocarbon grout consisted of grey cement, white cement, lime, gypsum, sand, water, and graphite nanoplatelet (GNP), while conventional mortar is prepared with water, binder, and fine aggregate. The investigated properties included unconfined compressive strength (UCS), bending strength, ultrasound pulse analysis (UPA), and Schmidt surface hardness. The results indicated that the inclusion of nanocarbon led to an increase in the initial and long-term strengths by 14% and 23%, respectively. The same trend was observed in the nanocarbon binder mortars with white cement, lime, and gypsum in terms of the UCS, bending strength, UPA, and Schmidt surface hardness. The incorporation of nanocarbon into ordinary cement produced a high-performance nanocarbon binder mortar, which increased the strength to 42.5 N, in comparison to the 32.5 N of the ordinary cement, at 28 days.
KW - conventional binder mortar
KW - high-performance nanocarbon binder mortar
KW - mechanical properties
KW - nanocarbon
KW - non-destructive testing
UR - https://www.scopus.com/pages/publications/85137320087
U2 - 10.3390/buildings12071041
DO - 10.3390/buildings12071041
M3 - Article
AN - SCOPUS:85137320087
SN - 2075-5309
VL - 12
JO - Buildings
JF - Buildings
IS - 7
M1 - 1041
ER -