[1] Huang, L., Yang, Z., Li, Z., Xu, Y. and Yu, L. (2020). Recycling of the end-of-life lightweight aggregate concrete (LWAC) with a novel approach. Journal of Cleaner Production, 275, p.123099.
[2] Chandra, S. and Berntsson, L. (2002). Lightweight aggregate concrete. Amsterdam: Elsevier.
[3] Othman, M., Sarayreh, A., Abdullah, R., Sarbini, N., Yassin, M. and Ahmad, H. (2020). Experimental study on lightweight concrete using lightweight expanded clay aggregate (LECA) and expanded perlite aggregate (EPA). Journal of Engineering Science and Technology, 15(2), pp.1186–1201.
[4] Barbieri, L., Altimari, F., Andreola, F., Maggi, B., & Lancellotti, I. (2023). Characterization of volcano-sedimentary rocks and related scraps for design of sustainable materials. Materials, 16, 3408.
[5] Alexa-Stratulat, S.-M., et al. (2024). Effect of expanded perlite aggregates and temperature on the strength and dynamic elastic properties of cement mortar. Construction and Building Materials, 438, 137229.
[6] Topcu, I.B. (1999). High heat transfer coefficient brick produce with perlite, Osmangazi University. Journal of Engineering and Architecture Faculty, 5(12), pp.71–82.
[7] Erdem, T.K., Meral, Ç., Tokyay, M. and Erdoğan, T.Y. (2007). Use of perlite as a pozzolanic addition in producing blended cements. Cement and Concrete Composites, 29(1), pp.13–21.
[8] Demirboğa, R. and Gül, R. (2003). The effects of expanded perlite aggregate, silica fume and fly ash on the thermal conductivity of lightweight concrete. Cement and Concrete Research, 33(5), pp.723–727.
[9] Qasim, A.J. and Fawzi, N.M. (2024). Enhancement of Perlite Concrete Properties containing Sustainable Materials by Incorporation of Hybrid Fibers. Engineering, Technology & Applied Science Research, 14(3), pp.13870–13877.
[10] Topçu, İ.B. and Işıkdağ, B. (2007). Manufacture of high heat conductivity resistant clay bricks containing perlite. Building and Environment, 42(10), pp.3540–3546.
[11] Celik, A.G., Kilic, A.M. and Cakal, G.O. (2013). Expanded perlite aggregate characterization for use as a lightweight construction raw material. Physicochemical Problems of Mineral Processing, 49(2), pp.689–700.
[12] Urhan, S. (1987). Alkali silica and pozzolanic reactions in concrete. Part 2: Observations on expanded perlite aggregate concretes. Cement and Concrete Research, 17(3), pp.465–477.
[13] Ma, X., Liu, J. and Shi, C. (2019). A review on the use of LWA as an internal curing agent of high performance cement-based materials. Construction and Building Materials, 218, pp.385–393.
[14] Bentz, D.P. and Weiss, W.J. (2011). Internal curing: a 2010 state-of-the-art review. Gaithersburg, MD: US Department of Commerce, National Institute of Standards and Technology.
[15] Dastan Diznab, M. A., Ghaderan, S., Yousefi, F., & Bonyadi, M. (2025). Evaluation of characteristics and preference of mortar samples with aluminum slag and LECA with internal curing. Journal of Structural and Construction Engineering.
[16] Cuevas, K. and Lopez, M. (2021). The effect of expansive agent and cooling rate in the performance of expanded glass lightweight aggregate as an internal curing agent. Construction and Building Materials, 271, p.121505.
[17] Whwah, M. S., et al. (2025). Investigation of the effects of water-to-cement ratios on concrete with varying fine expanded perlite aggregate content. Journal of Composites Science, 9(8), 390.
[18] Jackson, N. and Dhir, R.K. (1996). Bricks and Blocks. In: Civil Engineering Materials, Vol. 5.
[19] Pawar, Y. and Kate, S. (2020). Curing of Concrete: A Review.
[20] Ananthi, A., Ranjith, R., Latha, S.S. and Raj, R.V. (2017). Experimental study on the properties of self-curing concrete. Micron, 5, p.4.
[21] Kholia, N.R., Vyas, B.A. and Tank, T.G. (2013). Effect on concrete by different curing method and efficiency of curing compounds–a review. International Journal of Advanced Engineering Technology, 4(II), p.57.
[22] Naderi, M., Valibeigi, R., & Mir Safi, S. M. (2018). Investigating the effect of kind of aggregate on strength and permeability of concrete. Journal of Structural and Construction Engineering, 5(1), 109–126.
[23] Bakhtiari Doost, R. (1401). Evaluation of mechanical properties of lightweight concrete containing lightweight perlite aggregates affected by internal curing. In: The 2nd International Conference on Architecture, Civil Engineering, Urban Development. Tabriz.
[24] Whiting, N.M. and Snyder, M.B. (2003). Effectiveness of Portland cement concrete curing compounds. Transportation Research Record, 1834(1), pp.59–68.
[25] Cusson, D. and Hoogeveen, T. (2008). Internal curing of high-performance concrete with pre-soaked fine lightweight aggregate for prevention of autogenous shrinkage cracking. Cement and Concrete Research, 38(6), pp.757–765.
[26] Ghasemzadeh Mousavinejad, S. H., & Rastad, S. (2025). Investigating the properties of concrete containing pozzolan and porcelain ceramic waste under different curing conditions (e200978). Journal of Structural and Construction Engineering, 12(01).
[27] ASTM (2017). ASTM C330: Standard specification for lightweight aggregates for structural concrete. West Conshohocken, PA: ASTM International.
[28] ASTM Committee C09 (2014). Standard specification for lightweight aggregates for structural concrete. Philadelphia, PA: American Society for Testing and Materials.
[29] ASTM Committee C331-10 (2010). Standard Specification for Lightweight Aggregates for Concrete Masonry Units. Philadelphia, PA: ASTM International.
[30] ASTM Committee C33 (2003). Standard specification for concrete aggregates. Philadelphia, PA: American Society for Testing and Materials.
[31] American Concrete Institute, (2022). ACI 211.1-22: Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. Farmington Hills: American Concrete Institute.
[32] ASTM (2007). ASTM C192: Standard practice for making and curing concrete test specimens in the laboratory. West Conshohocken, PA: ASTM International.
[33] ASTM Committee C1581 (2009). Standard test method for determining age at cracking and induced tensile stress characteristics of mortar and concrete under restrained shrinkage. West Conshohocken, PA: ASTM International.
[34] ASTM (2019). ASTM C309: Standard specification for liquid membrane-forming compounds for curing concrete. West Conshohocken, PA: ASTM International.
[35] American Concrete Institute (2025). ACI 318-25 Building Code Requirements for Structural Concrete and Commentary. Farmington Hills, MI: ACI.
