Page 12 - November-2022

TECHNICAL PAPER

[10] Jiang, G., Rong, Z., and Sun, W. (2015). “Effects of cementitious systems by quantitative X-ray analysis
metakaolin on mechanical properties, pore structure, and and thermoanalytical methods”, Cement and Concrete
hydration heat of mortars at 0.17 w/b ratio”, Construction Research, Vol. 39, No. 2, pp. 69-76.
and Building Materials, Vol. 93, No. 9, pp. 564-572.
[22] Kang, S. H., Jeong, Y., Tan, K. H., and Moon, J. (2019).
[11] Huang, W., Kamyab, H. K., Sun, W., and Scrivener, K. (2017). “High-volume use of limestone in ultra-high performance
“Effect of replacement of silica fume with calcined clay on fiber-reinforced concrete for reducing cement content
the hydration and microstructural development of eco- and autogenous shrinkage”, Construction and Building
UHPFRC”, Materials and Design, Vol. 121, No. 5, pp. 36-46. Materials, Vol. 213, No. 7, pp. 292-305.
[12] Norhasri, M. S. M., Hamidah, M. S., Fadzil, A. M., and [23] Antoni, M., Rossen, J., Martirena, F., and Scrivener,
Megawati, O. (2016). “Inclusion of nano metakaolin as K. (2012). “Cement substitution by a combination of
additive in ultra high performance concrete (UHPC)”, metakaolin and limestone”, Cement and Concrete
Construction and Building Materials, Vol. 127, No. 11, Research, Vol. 42, No. 12, pp. 1579-1589.
pp. 167-175.
[24] Dhandapani, Y., Sakthivel, T., Santhanam, M., Gettu,
[13] Norhasri, M. S. M., Hamidah, M. S., and Fadzil, A. M. R., and Pillai, R.G. (2018). “Mechanical properties and
(2019). “Inclusion of nano metaclayed as additive in ultra durability performance of concretes with limestone
high performance concrete (UHPC)”, Construction and calcined clay cement (LC3)”, Cement and Concrete
Building Materials, Vol. 201, No. 3, pp. 590-598. Research, Vol. 107, No. 5, pp. 136-151.
[14] Pyo, S., and Kim, H. K. (2017). “Fresh and hardened [25] Tironi, A., Trezza, M. A., Scian, A. N., and Irassar, E. F.
properties of ultra-high performance concrete (2013). “Assessment of pozzolanic activity of different
incorporating coal bottom ash and slag powder”, calcined clays”, Cement and Concrete Composites,
Construction and Building Materials, Vol. 131, No. 1, Vol. 37, No. 3, pp. 319-327.
pp. 459-466.
[26] GB/T 17671 (1999). “Cement mortar strength testing
[15] Vaitkevičius, V., Šerelis, E., and Hilbig, H. (2014). “The method”, National Standards of the People’s Republic of
effect of glass powder on the microstructure of ultra China, Beijing, China.
high performance concrete”, Construction and Building
Materials, Vol. 68, No. 10, pp. 102-109. [27] Alonso, C., Castellote, M., Llorente, I., and Andrade, C.
(2006). “Ground water leaching resistance of high and
[16] Shafiq, N., Nuruddin, M. F., Khan, S. U., and Ayub, T. (2015). ultra high performance concretes in relation to the testing
“Calcined kaolin as cement replacing material and its use
in high strength concrete”, Construction and Building convection regime”, Cement and Concrete Research, Vol.
Materials, Vol. 81, No. 4, pp. 313-323. 36, No. 9, pp. 1583-1594.
[28] Ding, X., Li, C., Xu, Y., Li, F., and Zhao, S. (2016).
[17] Tironi, A., Trezza, M. A., Scian, A. N., and Irassar, E. F.
(2012). “Kaolinitic calcined clays: Factors affecting its “Experimental study on long-term compressive strength
performance as pozzolans”, Construction and Building of concrete with manufactured sand”, Construction and
Materials, Vol. 28, No. 3, pp. 276-281. Building Materials, Vol. 108, No. 4, pp. 67-73.
[18] Huang, W., Kamyab, H. K., Sun, W., and Scrivener, K. [29] Wang, Y., An, M., Yu, Z., and Han, S. (2016). “Impacts of
(2017). “Effect of cement substitution by limestone on the various factors on the rehydration of cement-binder ratio
hydration and microstructural development of ultra-high using mathematical models”, Construction and Building
performance concrete (UHPC)”, Cement and Concrete Materials, Vol. 125, No. 10, pp. 160-167.
Composites, Vol. 77, No. 3, pp. 86-101. [30] Janotka, I., Puertas, F., Palacios, M., Kuliffayová, M., and
[19] Soliman, N. A., and Hamou, A.T. (2016). “Development Varga, C. (2010). “Metakaolin sand-blended-cement
of ultra-high-performance concrete using glass powder– pastes: Rheology, hydration process and mechanical
towards ecofriendly concrete”, Construction and Building properties”, Construction and Building Materials, Vol. 24,
Materials, Vol. 125, No. 10, pp. 600-612. No. 5, pp. 791-802.
[20] Ganesh, P., and Murthy, A. R. (2019). “Tensile behavior and [31] Avet, F., and Scrivener, K. (2018). “Investigation of the
durability aspects of sustainable ultra-high performance calcined kaolinite content on the hydration of limestone
concrete incorporated with GGBS as cementitious calcined clay cement (LC3)”, Cement and Concrete
material”, Construction and Building Materials, Vol. 197, Research, Vol. 107, No. 5, pp. 124-135.
No. 2, pp. 667-680.
[32] Avet, F., Li, X., and Scrivener, K. (2018). “Determination of
[21] Korpa, A., Kowald, T., and Trettin, R. (2009). “Phase the amount of reacted metakaolin in calcined clay blends”,
development in normal and ultra high performance Cement and Concrete Research, Vol. 106, No. 4, pp. 40-48.

26 THE INDIAN CONCRETE JOURNAL | NOVEMBER 2022