[1] M. Verma and N. Dev, “Geopolymer concrete : A way of sustainable construction,” Int. J. Recent Res. Asp., vol. 5, no. 1, pp. 201–205, 2018.
[2] Central Electricity Authority, “Flyash generation at coal/lignite based thermal power stations and its utilization in the country,” 2019.
[3] I. Ismail, S. A. Bernal, J. L. Provis, S. Hamdan, and J. S. J. Van Deventer, “Microstructural changes in alkali-activated fly ash/slag geopolymers with sulfate exposure,” Mater. Struct. Constr., pp. 361–373, 2013.
[4] C. Chotetanorm, P. Chindaprasirt, V. Sata, S. Rukzon, and A. Sathonsaowaphak, “High-Calcium Bottom Ash Geopolymer : Sorptivity, Pore Size, and Resistance to Sodium Sulfate Attack,” vol. 25, no. January, pp. 105–111, 2013.
[5] W. Gustavo et al., “Fly Ash Slag Geopolymer Concrete : Resistance to Sodium and Magnesium Sulfate Attack,” J. Mater. Civ. Eng., vol. 28, no. 12, pp. 1–9, 2016.
[6] M. A. R. Bhutta et al., “Sulphate Resistance of Geopolymer Concrete Prepared from Blended Waste Fuel Ash,” J. Mater. Civ. Eng., vol. 26, no. 11, pp. 1–6, 2014.
[7] P. Duxson et al., “Understanding the relationship between geopolymer composition, microstructure and mechanical properties,” Colloids Surfaces A Physicochem. Eng. Asp., vol. 269, pp. 47–58, 2005.
[8] G. Nagalia, Y. Park, A. Abolmaali, and P. Aswath, “Compressive Strength and Microstructural Properties of Fly Ash–Based Geopolymer Concrete,” J. Mater. Civ. Eng., 2016.
[9] G. Sung et al., “The mechanical properties of fly ash-based geopolymer concrete with alkaline activators,” Constr. Build. Mater., vol. 47, no. 2013, pp. 409–418, 2015.
[10] N. K. Lee, J. G. Jang, and H. K. Lee, “Cement & Concrete Composites Shrinkage characteristics of alkali-activated fly ash/slag paste and mortar at early ages,” Cem. Concr. Compos., vol. 53, pp. 239–248, 2014.
[11] P. Topark-Ngarm, P. Chindaprasirt, V. Sata, and P. C. and V. Sata, Pattanapong Topark-Ngarm, “Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete,” J. Mater. Civ. Eng., vol. 27, no. 2011, pp. 1–7, 2015.
[12] D. Hardjito and S. E. Wallah, “On The Development of Fly Ash-based Geopolymer Concrete,” ACI Mater. J., pp. 467–72, 2004.
[13] S. V. Patankar, Y. M. Ghugal, and S. S. Jamkar, “Effect of Concentration of Sodium Hydroxide and Degree of Heat Curing on Fly Ash-Based Geopolymer Mortar,” Indian J. Mater. Sci., 2014.
[14] Manvendra Verma; Nirendra Dev, “Review on the effect of different parameters on behavior of Geopolymer Concrete,” Int. J. Innov. Res. Sci. Eng. Technol., vol. 6, no. 6, pp. 11276–281, 2017.
[15] P. Nath and P. K. Sarker, “Effect of GGBFS on setting, workability and early strength properties of fly ash geopolymer concrete cured in ambient condition,” Constr. Build. Mater., vol. 66, pp. 163–171, 2014.
[16] P. Rovnaník and S. O. Al, “Effect of curing temperature on the development of hard structure of metakaolin-based geopolymer,” Constr. Build. Mater., vol. 24, no. 7, pp. 1176–1183, 2010.
[17] P. Nath and P. K. Sarker, “Flexural strength and elastic modulus of ambient-cured blended low-calcium fly ash geopolymer concrete,” Constr. Build. Mater., vol. 130, pp. 22–31, 2017.
[18] S. Kumar, R. Kumar, and S. P. Mehrotra, “Influence of granulated blast furnace slag on the reaction, structure and properties of flyash-based geopolymer,” J. Mater. Sci., pp. 607–615, 2010.
[19] A. Sathonsaowaphak, P. Chindaprasirt, and K. Pimraksa, “Workability and strength of lignite bottom ash geopolymer mortar,” J. Hazard. Mater., vol. 168, pp. 44–50, 2009.
[20] Y. M. G. and S. V. P. S.S. Jamkar, “Effect of Fineness of Fly Ash on Flow and Compressive Strength of Geopolymer Concrete,” Indian Concr. J., pp. 57–62, 2013.
[21] U. K. Salmabanu Luhar*, S. Luhar, and U. Khandelwal, “A Study on Water Absorption and Sorptivity of Geopolymer Concrete,” SSRG Int. J. Civ. Eng., vol. 2, no. 8, pp. 1–10, 2015.
[22] P. S. Deb and P. K. Sarker, “Effects of Ultrafine Fly Ash on Setting, Strength, and Porosity of Geopolymers Cured at Room Temperature,” Am. Soc. Civ. Eng., pp. 1–5, 2016.
[23] N. A. Lloyd and B. V Rangan, “Geopolymer Concrete with Fly Ash,” in Second international conference on sustainable construction materials and technologies., 2017, no. January 2010.
[24] K. S. Finnie, D. S. Perera, O. Uchida, E. R. Vance, and K. S. Finnie, “Influence of curing schedule on the integrity of geopolymers,” J. Mater. Sci., pp. 3099–3106, 2007.
[25] J. June et al., “Engineering Properties of Alkali Activated Natural Pozzolan Concrete,” in Second international conference on sustainable construction materials and technologies., 2010.
[26] J. G. Jang, N. K. Lee, and H. K. Lee, “Fresh and hardened properties of alkali-activated fly ash/slag pastes with superplasticizers,” Constr. Build. Mater., vol. 50, pp. 169–176, 2014.
[27] K. U. Ambikakumari, M. Lahoti, and E. Yang, “Investigating the potential reactivity of fly ash for geopolymerization,” Constr. Build. Mater., vol. 225, pp. 283–291, 2019.
[28] Y. D. T. C. Y. Dai, “Application of geopolymer paste for concrete repair,” Struct. Concr., no. May 2018, pp. 1–11, 2017.
[29] Z. Pan, Æ. J. G. Sanjayan, J. G. Sanjayan, and A. B. V Rangan, “An investigation of the mechanisms for strength gain or loss of geopolymer mortar after exposure to elevated temperature,” J. Mater. Sci., no. 44, pp. 1873–1880, 2009.
[30] D. D. Sakthidoss and T. Senniappan, “A Study on High Strength Geopolymer Concrete with Alumina-Silica Materials Using Manufacturing Sand,” Silicon, vol. 12, no. 3, pp. 735–746, 2020.
[31] B. V. Venkatarama Reddy and K. S. Jagadish, “Embodied energy of common and alternative building materials and technologies,” Energy Build., vol. 35, no. 2, pp. 129–137, 2003.
[32] G. P. Hammond and C. I. Jones, “Embodied energy and carbon in construction materials,” Proceedinds Inst. Civ. Eng., no. May, pp. 87–98, 2008.
[33] K. Kupwade-Patil, C. De Wolf, S. Chin, and J. Ochsendorf, “Impact of Embodied Energy on Materials / Buildings with Partial Replacement of Ordinary Portland Cement ( OPC ) by Natural Pozzolanic Volcanic Ash Impact of Embodied Energy on materials/buildings with partial replacement of ordinary Portland Cement ( OP,” J. Clean. Prod., no. January 2018, pp. 1–9, 2017.
[34] Bureau of Indian Standards, “43 GRADE ORDINARY PORTLAND CEMENT - SPECIFICATION,” IS 81121989, no. May, 1990.
[35] Bureau of Indian Standard, “Determination of Initial and Final Setting Time,” IS 4031 (Part 5), vol. 4031, no. 1, pp. 3–6, 2002.
[36] Bureau of Indian Standard, “METHODS OF PHYSICAL TESTS FOR HYDRAULIC CEMENT PART II Determination of Density,” IS 4031(Part 11), vol. 4031, pp. 1–2, 1995.
[37] Bureau of Indian Standard, “Fineness by dry sieving,” IS 4031 (Part I), vol. 4031, 1996.
[38] Bureau of Indian Standard, “Determination of Soundness,” IS 4031 (Part 3), vol. 4031, no. 1, pp. 2–7, 2002.
[39] Bureau of Indian Standard, “Determination of Consistency of Standard Cement Paste,” IS 4031 (Part 4), vol. 4031, no. August 1988, 1997.
[40] Bureau of Indian Standard, “Determination of False Set,” IS 4031 (Part 14), vol. 4931, 1999.
[41] ASTM International, “Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use,” C618 − 19, pp. 1–5, 2019.
[42] Bureau of Indian Standard, “Mechanical Properties,” IS 2386(Part IV), vol. 2386, no. March 1964, 1997.
[43] Bureau of Indian Standard, “Estimation of Deleterious Materials and Organic Impurities,” IS 2386 (Part II), vol. 2386, no. October 1963, 1998.
[44] Bureau of Indian Standard, “Coarse and Fine Aggregate from Natural Sources for Concrete,” IS 383-1970, no. 1997, pp. 1–20, 1997.
[45] Bureau of Indian Standard, “Particle Size and Shape,” Is 2386(Part I), vol. 2386, 1997.
[46] Bureau of Indian Standard, “Specific Gravity, Density, Voids, Absorption and Bulking,” IS 2386 (Part III), vol. 2386, no. October 1963, 1997.
[47] Bureau of Indian Standard, “MEASURING MORTAR MAKING PROPERTIES OF FINE AGGREGATE,” IS 2386 (Part VI), vol. 2386, no. October 1963, 1997.
[48] Bureau of Indian Standard, “Soundness,” IS 2386, 1997.
[49] ASTM International, “Standard Test Method for Materials Finer than 75-µm ( No . 200 ) Sieve in Mineral Aggregates by Washing,” C117 − 17 Stand., no. 200, pp. 7–10, 2019.
[50] ASTM International, “Standard Test Method for Surface Moisture in Fine Aggregate,” C70 − 13, pp. 1–3, 2019.
[51] ASTM International, “Standard Test Method for Bulk Density (‘ Unit Weight ’) and Voids in Aggregate,” C29/C29M − 17a, pp. 1–5, 2019.
[52] ASTM International, “Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates,” C136/C136M − 14, pp. 1–5, 2019.
[53] ASTM International, “Standard Test Method for Relative Density ( Specific Gravity ) and Absorption of Fine,” C127 − 15, pp. 1–6, 2019.
[54] Bureau of Indian Standards, “CONCRETE ADMIXTURES-Specification,” IS 91031999, vol. April, 1999.
[55] M. Verma and M. Nigam, “Mechanical Behaviour of Self Compacting and Self Curing Concrete,” Int. J. Innov. Res. Sci. Eng. Technol., vol. 6, no. 7, pp. 14361–366, 2007.
[56] Bureau of Indian Standard, “METHODS OF TEST FOR STRENGTH OF CONCRETE,” IS 516-1959, 2004.
[57] Bureau of Indian Standard, “SPECIFICATION FOR MOULDS FOR USE IN TESTS OF CEMENT AND CONCRETE,” IS 10086 - 1982, no. 1952, 2008.
[58] Bureau of Indian Standard, “SPLITTING TENSILE STRENGTH OF CONCRETE - METHOD OF TEST,” IS 5816 1999, 1999.
[59] Bureau of Indian Standard, “SPECIFICATION FOR APPARATUS FOR FLEXURAL TESTING OF CONCRETE,” lS9399 - 1979, no. 2004, 1979.
[60] Bureau of Indian Standards, “Method of non-destructive testing of concrete-methods of test Part 2: Rebound hammer,” Is 13311-2, no. 2004, 1992.
[61] Bureau of Indian Standard, “Non-destructive testing of concrete methods of test Part 1: Ultrasonic pulse velocity,” IS 13311 (Part1 ) 1992, no. 2004, 1992.
[62] M. Albitar, P. Visintin, M. S. M. Ali, M. Drechsler, M. S. Mohamed Ali, and M. Drechsler, “Assessing Behaviour of Fresh and Hardened Geopolymer Concrete Mixed with Class-F Fly Ash,” KSCE J. Civ. Eng., vol. 19, pp. 1445–1455, 2015.
[63] Manvendra Verma; Nirendra Dev, “Effect of SNF-Based Superplasticizer on Physical, Mechanical and Thermal Properties of the Geopolymer Concrete,” Silicon, pp. 1–11, 2021.
[64] S. Demie, M. F. Nuruddin, N. Shafiq, M. Fadhil, and N. Shafiq, “Effects of microstructure characteristics of interfacial transition zone on the compressive strength of self-compacting geopolymer concrete,” Constr. Build. Mater., vol. 41, no. 2013, pp. 91–98, 2020.
[65] D. L. Y. Kong and J. G. Sanjayan, “Cement and Concrete Research Effect of elevated temperatures on geopolymer paste, mortar and concrete,” Cem. Concr. Res., vol. 40, no. 2, pp. 334–339, 2010.
[66] M. Verma and N. Dev, “Sodium hydroxide effect on the mechanical properties of flyash-slag based geopolymer concrete,” Struct. Concr., pp. 1–12, 2020.
[67] H. G. Russell et al., “State-of-the-Art Report on High-Strength Concrete Reported by ACI Committee 363,” vol. 92, no. Reapproved, 1997.
[68] “ceb-fip-model-code-1990-design-code.pdf.” 1990.
[69] A. C. I. Committee, Building Code Requirements for Structural Concrete (ACI 318-14). 2014.
[70] C. Concrete, Reinforced Concrete Design in accordance with AS 3600—2009. 2009.
[71] Bureau of Indian Standard, “PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE,” IS 4562000, no. July, 2000.
[72] J. K. R. VARSHA BN, SARANYA S, “EMBODIED ENERGY OF AGGREGATES AND MASONRY UNITS PRODUCED AROUND BENGALURU, INDIA,” Int. J. Adv. Sci. Eng. Technol., vol. 6, no. 1, pp. 42–45, 2018.
[73] L. G. Breitenbach, U. Ppgem, and F. Kirch, “A case study about embodied energy in concrete and structural masonry buildings,” J. Constr., vol. 13, no. 2, pp. 9–14, 2014.
[74] S. R. Anvekar, L. R. Manjunatha, S. R. Anvekar, S. Sagari, and K. Archana, “An Economic and Embodied Energy Comparison of Geopolymer, Blended Cement and Traditional Concretes,” J. Civ. Eng. Technol. Res., vol. 1, no. November, pp. 33–40, 2014.