[1] Tech report, 2009. Cement Technology Roadmap 2009: Carbon emissions reductions up to 2050, World Business Council for Sustainable Development (WBCSD) and International Energy Agency (IEA).
[2] R. Rehan, M. Nehdi, Carbon dioxide emissions and climate change: policy implications for the cement industry, Environmental Science & Policy, 8(2) (2005) 105-114.
[3] K.L. Scrivener, R.J. Kirkpatrick, Innovation in use and research on cementitious material, Cement and Concrete Research, 38(2) (2008) 128-136.
[4] J.L. Provis, Alkali-activated materials, Cement and Concrete Research. 114 (2018) 40-48.
[5] J. Davidovits, False Values on CO2 Emission For Geopolymer Cement/Concrete published In Scientific Papers, Technical Paper #24, Geopolymer Institute Library, www.geopolymer.org, (2015).
[6] A. Schmitz, J. Kaminski, B. Scalet, A. Soria, Energy consumption and CO2 emissions of the European glass industry, Energy policy, 39 (2011) 142-155.
[7] A. Schmitz, J. Kaminski, B. Scalet, A. Soria, Energy consumption and CO2 emissions of the European glass industry, Energy policy, 39 (2011) 142-155.
[8] Y. Jani, W. Hogland, Waste glass in the production of cement and concrete – A review, Journal of Environmental Chemical Engineering, 2(3) (2014) 1767-1775.
[9] R. Madandoust, R. Ghavidel, Mechanical properties of concrete containing waste glass powder and rice husk ash, Biosystems Engineering, 116(2) (2013) 113-119.
[10] Y. Shao, T. Lefort, S. Moras, D. Rodriguez, Studies on concrete containing ground waste glass, Cement and concrete research, 30 (2000) 91-100.
[11] N. Schwarz, H. Cam, N. Neithalath, Influence of a fine glass powder on the durability characteristics of concrete and its comparison to fly ash, Cement and concrete and coposites, 30 (2008) 486-496.
[12] R. Nassar, P. Soroushian, Strength and durability of recycled aggregate concrete containing milled glass as partial replacement for cement, Construction and Building Materials, 29 (2012) 368-377.
[13] D. Khale, R. Chaudhary, Mechanism of geopolymerization and factors influencing its development: a review, Journal of Materials Science, 42(3) (2007) 729-746.
[14] J. Davidovits, GEOPOLYMERS: Inorganic polymerie new materials, Journal of Thermal Analysis, 37 (1991) 1633-1656.
[15] A. Fernandez-Jimenez, I. García-Lodeiro, A. Palomo, Durability of alkali-activated fly ash cementitious materials, Journal of Materials Science, 42(9) (2007) 3055-3065.
[16] J. Blaakmeer, Diabind: An alkali-activated slag fly ash binder for acid-resistant concrete, Advanced Cement Based Materials, 1(6) (1994) 275-276.
[17] A. Allahverdi, F. Škvara, Sulfuric acid attack on hardened paste of geopolymer cements PART 1. Mechanism of corrosion at relatively high concentrations, Ceramics − Silikáty 49(4) (2006) 225-229.
[18] S. Horpibulsuk, C. Suksiripattanapong, W. Samingthong, R. Rachan, A. Arulrajah, Durability against Wetting–Drying Cycles of Water Treatment Sludge–Fly Ash Geopolymer and Water Treatment Sludge–Cement and Silty Clay–Cement Systems, Journal of Materials in Civil Engineering, 28(1) (2016).
[19] P. Sargent, P.N. Hughes, M. Rouainia, M.L. White, The use of alkali activated waste binders in enhancing the mechanical properties and durability of soft alluvial soils, Engineering Geology, 152(1) (2013) 96-108.
[20] S. Rios, C. Ramos, A. Viana da Fonseca, N. Cruz, C. Rodrigues, Mechanical and durability properties of a soil stabilised with an alkali-activated cement, European Journal of Environmental and Civil Engineering, 23(2) (2019) 245-267.
[21] M. Zhang, M. Zhao, G. Zhang, P. Nowak, A. Coen, M. Tao, Calcium-free geopolymer as a stabilizer for sulfate-rich soils, Applied Clay Science, 108 (2015) 199-207.
[22] S. Horpibulsuk, P. Chindaprasirt, P.D. Silva, P. Sukmak, Sulfate Resistance of Clay-Portland Cement and Clay High-Calcium Fly Ash Geopolymer, Journal of Materials in Civil Engineering, 27(5) (2015).
[23] N. Cristelo, S. Glendinning, A.T. Pinto, Deep soft soil improvement by alkaline activation, Proceedings of the Institution of Civil Engineers - Ground Improvement, 164(2) (2011) 73-82.
[24] M. Zhang, H. Guo, T. El-Korchi, G. Zhang, M. Tao, Experimental feasibility study of geopolymer as the next-generation soil stabilizer, Construction and Building Materials, 47 (2013) 1468-1478.
[25] N. Cristelo, S. Glendinning, L. Fernandes, A.T. Pinto, Effect of calcium content on soil stabilisation with alkaline activation, Construction and Building Materials, 29 (2012) 167-174.
[26] S. Rios, N. Cristelo, T. Miranda, E. Lucas, E. Soares, J. Oliveira, Structural Performance of Alkali-Activated Soil Ash versus Soil Cement, Journal of Materials in Civil Engineering, 28(2) (2016).
[27] Z. Liu, C.S. Cai, F. Liu, F. Fan, Feasibility Study of Loess Stabilization with Fly Ash Based Geopolymer, Journal of Materials in Civil Engineering, 28(5) (2016).
[28] C. Shi, R.L. Day, Chemical activation of blended cements made with lime and natural pozzolans, Cement and Concrete Research, 23(6) (1993) 1389-1396.
[29] A.A. Ramezanianpour, Cement Replacement Materials: Properties, Durability, Sustainability, Springer, Verlag Berlin Heidelberg, 2014.
[30] M. Jafari Nadoushan, A.A. Ramezanianpour, The effect of type and concentration of activators on flowability and compressive strength of natural pozzolan and slag-based geopolymers, Construction and Building Materials, 111 (2016) 337-347.
[31] D. Bondar, J. Cyril, N. Lynsdale, B. Milestone, Alkali-Activated Natural Pozzolan Concrete as New Construction Material, Materials Journal, 110(3) (2013).
[32] E. Najafi Kani, A. Allahverdi, Effect of chemical composition on basic engineering properties of inorganic polymeric binder baced on natural pozzolan, Ceramics – Silikáty 53(3) (2009) 195-204.
[33] ASTM D422-63, Standard Test Method for Particle-Size Analysis of Soils, in: ASTM International, West Conshohocken, PA, 2007.
[34] ASTM D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort in: ASTM International, West Conshohocken, PA, 2012.
[35] S. Horpibulsuk, R. Rachan, A. Chinkulkijniwat, Y. Raksachon, A. Suddeepong, Analysis of strength development in cement-stabilized silty clay from microstructural considerations, Construction and Building Materials, 24(10) (2010) 2011-2021.
[36] ASTM D2166, Standard Test Method for Unconfined Compressive Strength of Cohesive Soil, in: ASTM International West Conshohocken, PA, 2016.
[37] M. Sol-Sánchez, J. Castro, C.G. Ureña, J.M. Azañón, Stabilisation of clayey and marly soils using industrial wastes: pH and laser granulometry indicators, Engineering Geology, 200 (2016) 10-17.
[38] F. Puertas, C. Varga, M. Torres, J.J. Torres, E. Moreno, J.G. Palomo, Re-use of urban and industrial glass waste to prepare alkaline cements, in: 4th International Conference on Engineering for Waste and Biomass Valorisation, Porto, Portugal, 2012.
[39] M. Torres-Carrasco, F. Puertas, Waste glass in the geopolymer preparation: Mechanical and microstructural characterisation, Journal of Cleaner Production, 90 (2015) 397-408.
[40] D. Higgins, GGBS and sustainability, Construction Materials, 160(3) (2007) 99-101.
[41] N. Cristelo, 2009, Deep Soft Soil Improvement by Alkaline Activation, PhD thesis, Newcastle University.
[42] B. Majidi, Geopolymer technology, from fundamentals to advanced applications: a review, Materials Technology, 24(2) (2009) 79-87.
[43] I. Phummiphan, S. Horpibulsuk, P. Sukmak, A. Chinkulkijniwat, A. Arulrajah, S.-L. Shen, Stabilisation of marginal lateritic soil using high calcium fly ash-based geopolymer, Road Materials and Pavement Design, 17(4) (2016) 877-891.
[44] R.A. Mozumder, A.I. Laskar, Prediction of unconfined compressive strength of geopolymer stabilized clayey soil using Artificial Neural Network, Computers and Geotechnics, 69 (2015) 291-300.
[45] N. Cristelo, S. Glendinning, L. Fernandes, A.T. Pinto, Effects of alkaline-activated fly ash and Portland cement on soft soil stabilisation, Acta Geotechnica, 8(4) (2013) 395-405.
[46] B. Singhi, A.I. Laskar, M.A. Ahmed, Investigation on Soil–Geopolymer with Slag, Fly Ash and Their Blending, Arabian Journal for Science and Engineering, 41(2) (2016) 393-400.
[47] R.A. Fletcher, K. MacKenzie, C.L. Nicholson, S. Shimada, The Composition Range of Aluminosilicate Geopolymers, Journal of the European Ceramic Society, 5(9) (2005), 1471-1477.
)