[1] D. Le Cornec, Q. Wang, L. Galoisy, G. Renaudin, L. Izoret, and G. Calas. "Greening effect in slag cement materials." Cement and Concrete Composites 84 (2017): 93-98.
[2] R. Maddalena, J.J. Roberts, and A. Hamilton. "Can Portland cement be replaced by low-carbon alternative materials? A study on the thermal properties and carbon emissions of innovative cements." Journal of cleaner production 186 (2018): 933-942.
[3] E. Yasar, C. Duran Atis, A. Kilic, and H. Gulsen. "Strength properties of lightweight concrete made with basaltic pumice and fly ash." Materials Letters 57, no. 15 (2003): 2267-2270.
[4] H.K. Kim, J.H. Jeon, and H.K. Lee. "Workability, and mechanical, acoustic and thermal properties of lightweight aggregate concrete with a high volume of entrained air." Construction and Building Materials 29 (2012): 193-200.
[5] H.J. Chen, C.H. Huang, and C.W. Tang. "Dynamic properties of lightweight concrete beams made by sedimentary lightweight aggregate." Journal of Materials in Civil Engineering 22, no. 6 (2010): 599-606.
[6] E.K. Nambiar, and K. Ramamurthy. "Air‐void characterisation of foam concrete." Cement and Concrete Research 37, no. 2 (2007): 221-230.
[7] H.A.L.D.U.N Kurama, İ.B. Topçu, and C. Karakurt. "Properties of the autoclaved aerated concrete produced from coal bottom ash." Journal of Materials Processing Technology 209, no. 2 (2009): 767-773.
[8] K. Ramamurthy, and N. Narayanan. "Factors influencing the density and compressive strength of aerated concrete." Magazine of Concrete Research 52, no. 3 (2000): 163-168.
[9] W. Wongkeo, and A. Chaipanich. "Compressive strength, microstructure and thermal analysis of autoclaved and air cured structural lightweight concrete made with coal bottom ash and silica fume." Materials Science and Engineering: A 527, no. 16-17 (2010): 3676-3684.
[10] X.Y. Huang, W. Ni, W.H Cui, Z.J. Wang, and L.P. Zhu. "Preparation of autoclaved aerated concrete using copper tailings and blast furnace slag." Construction and Building Materials 27, no. 1 (2012): 1-5.
[11] B.G. Ma, L.X. Cai, X.G. Li, and S.W. Jian. "Utilization of iron tailings as substitute in autoclaved aerated concrete: physico-mechanical and microstructure of hydration products." Journal of Cleaner Production 127 (2016): 162-171.
[12] V.K. Nagarajan, S.A. Devi, S.P. Manohari, and M.M. Santha. "Experimental study on partial replacement of cement with coconut shell ash in concrete." International Journal of Science and Research 3, no. 3 (2014): 651-661.
[13] L.M. Olanitori, and A.O. Olotuah. "The effect of clayey impurities in sand on the crushing strength of concrete (a case study of sand in Akure metropolis, Ondo State, Nigeria)." In 30th Conference on our World in Concrete and Structures, Singapore, pp. 23-24. 2005.
[14] T.J. Désiré, and M. Léopold. "Impact of clay particles on concrete compressive strength." International Research Journal on Engineering 1, no. 2 (2013): 049-056.
[15] S. Kawashima, K. Wang, R.D. Ferron, J.H. Kim, N. Tregger, and S. Shah. "A review of the effect of nanoclays on the fresh and hardened properties of cement-based materials." Cement and Concrete Research 147 (2021): 106502.
[16] J.W. Schmitt. "Effects of mica, aggregate coatings, and water-soluble impurities on concrete." Concrete International 12, no. 12 (1990): 54-58.
[17] L. Dolar-Mantuani. "Handbook of concrete aggregates: A petrographic and technological evaluation." (No Title) (1983).
[18] S.W. Forster. "Soundness, deleterious substances, and coatings." In Significance of Tests And Properties Of Concrete and Concrete-Making Materials. ASTM International, 2006.
[19] V.A. Fernandes, P. Purnell, G.T. Still, and T.H. Thomas. "The effect of clay content in sands used for cementitious materials in developing countries." Cement and Concrete Research 37, no. 5 (2007): 751-758.
[20] A.M. Neville, and J.J. Brooks. Concrete Technology. Vol. 438. England: Longman Scientific & Technical, 1987.
[21] A. Herzog, and J.K. Mitchell. "X-ray evidence for cement-clay interaction." Nature 195, no. 4845 (1962): 989-990.
[22] D.A. Parsons, Strength of Concrete, Res. Natn Bur Standard, vol. 10, 1933, p. 257.
[23] A.T. Goldbeck, The nature and effects of surface coatings on coarse aggregates, proceedings, Highw. Res. Board 12 (1) (1932) 305–319.
[24] L. Dolar-Mantuani. "Handbook of concrete aggregates: A petrographic and technological evaluation." (No Title) (1983).
[25] J.W. Schmitt. "Effects of mica, aggregate coatings, and water-soluble impurities on concrete." Concrete International 12, no. 12 (1990): 54-58.
[26] S.W. Forster. "Soundness, deleterious substances, and coatings." In Significance of Tests and Properties of Concrete and Concrete-Making Materials. ASTM International, 2006.
[27] S.A.N.K.A.R Bhattacharja, J.I. Bhatty, and H. ALAN Todres. "Stabilization of clay soils by Portland cement or lime–a critical review of literature." PCA R&D Serial 60, no. 1 (2003): 124-133.
[28] M.S. Morsy, S.A. El-Enein, and G.B. Hanna. "Microstructure and hydration characteristics of artificial pozzolana-cement pastes containing burnt kaolinite clay." Cement and Concrete Research 27, no. 9 (1997): 1307-1312.
[29] A. Herzog, and J.K. Mitchell. "X-ray evidence for cement-clay interaction." Nature 195, no. 4845 (1962): 989-990.
[30] F.O. Ayodele, and I.S. Ayeni. "Analysis of influence of silt/clay impurities present in fine aggregates on the compressive strength of concrete." International Journal of Engineering Research and Science and Technology 15, no. 4 (2015): 6.
[31] E. Cao, R. Bryant, and D.J. Williams. "Electrochemical properties of Na–attapulgite." Journal of Colloid and Interface Science 179, no. 1 (1996): 143-150.
[32] I. Dejaeghere, M. Sonebi, and G.D. Schutter. "Influence of nano-clay on rheology, fresh properties, heat of hydration and strength of cement-based mortars." Construction and Building Materials 222 (2019): 73-85.
[33] M.S. Meddah, S. Zitouni, and S. Belâabes. "Effect of content and particle size distribution of coarse aggregate on the compressive strength of concrete." Construction and Building Materials 24, no. 4 (2010): 505-512.
[34] T. Özturan, and C. Çeçen. "Effect of coarse aggregate type on mechanical properties of concretes with different strengths." Cement and Concrete Research 27, no. 2 (1997): 165-170.
[35] D.C. Montgomery. Design and Analysis of Experiments. John wiley & sons, 2017.
[36] R.H. Myers, D.C. Montgomery, and C.M. Anderson-Cook. Response Surface Methodology: Process and Product Optimization Using Designed Experiments. John Wiley & Sons, 2016.
[37] M. Mokhtarian Asl, and A. Alipour. "Application of response surface method to the prediction of TBM penetration rate. " Journal of Modeling in Engineering 16, no. 55 (2018): 299-310. (in Persian)
[38] Me. Nikooei Mahani, A. Mahmoodzadeh, M. Emamgholi. "Generating Random Samples Using Response Surface Methodology without need to Distribution of Parameters. " Journal of Modeling in Engineering 16, no. 54 (2018): 139-152. (in Persian)
[39] M.J. Anderson. DOE Simplified: Practical Tools for Effective Experimentation. CRC press, 2017.
[40] H. Ma, Z. Sun, and G. Ma. "Research on compressive strength of manufactured sand concrete based on response surface methodology (RSM)." Applied Sciences 12, no. 7 (2022): 3506.
[41] M. Ali, A. Kumar, A. Yvaz, and B. Salah. "Central composite design application in the optimization of the effect of pumice stone on lightweight concrete properties using RSM." Case Studies in Construction Materials 18 (2023): e01958.
[42] M.A. Bezerra, R.E. Santelli, E.P. Oliveira, L.S. Villar, and L.A. Escaleira. "Response Surface Methodology (RSM) as a Tool for Optimization In Analytical Chemistry." Talanta 76, no. 5 (2008): 965-977.
[43] M. Mardalizadeh, M.R. Soleymani Yazdi, and M.A. Safarkhanian. "Experimental modeling and the effect analysis of friction stir welding parameters of 5456 aluminum alloy using response surface method." Journal of Modeling in Engineering 16, no. 12 (2014): 103-116. (in Persian)
[44] A. Haghighi Asl, A. Ahmadpour, and N. Fallah. "Modeling of Petrochemical industries wastewater COD Removal with DOE&ANN." Journal of Modeling in Engineering 16, no. 54 (2018): 295-307. (in Persian)
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