[1] Le, T. T., Austin, S. A., Lim, S., Buswell, R. A., Law, R., Gibb, A. G., & Thorpe, T. (2012). Hardened properties of high-performance printing concrete. Cement and Concrete Research, 42(3), 558-566.
[2] Siddika, A., Mamun, M. A. A., Ferdous, W., Saha, A. K., & Alyousef, R. (2020). 3D-printed concrete: Applications, performance, and challenges. Journal of Sustainable Cement-Based Materials, 9(3), 127-164.
[3] Panda, B., Paul, S. C., Mohamed, N. A. N., Tay, Y. W. D., & Tan, M. J. (2018). Measurement of tensile bond strength of 3D printed geopolymer mortar. Measurement, 113, 108-116.
[4] Paul, S. C., Van Zijl, G. P., Tan, M. J., & Gibson, I. (2018). A review of 3D concrete printing systems and materials properties: Current status and future research prospects. Rapid Prototyping Journal, 24(4), 784-798.
[5] Lee, S. J., & Won, J. P. (2016). Shrinkage characteristics of structural nano-synthetic fibre-reinforced cementitious composites. Composite Structures, 157, 236-243.
[6] Eberhardt, A. B. (2011). On the mechanisms of shrinkage reducing admixtures in self con-solidating mortars and concretes. Doctoral dissertation. Bauhaus-Universität Weimar.
[7] Gagné, R. (2016). Expansive agents. In Science and technology of concrete admixtures (pp. 441-456). Woodhead Publishing.
[8] Composition of Gray Cement Type II, (n.d.). Available at:
http://www.savehcement.com/Files/Gray Cement Type II.png [Accessed 15 Sep. 2022].
[9] American Society for Testing and Materials, (2012). Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate (ASTM C128–12). West Conshohocken (PA, United States): ASTM International, 7.
[10] American Society for Testing and Materials, (2004). Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying (ASTM C566–04). West Conshohocken (PA, United States): ASTM International, 3.
[11] Strumix products, (n.d.). Available at:
https://strumix.com/ابر-روان-کننده-های-کربوکسیلاتی-بتن/ [Accessed 10 Sep. 2022].
[12] Iran Ferrosilice Co products, (n.d.). Available at:
https://iran-ifc.com/fa/portfolio/microsilica/ [Accessed 10 Sep. 2022].
[14] American Society for Testing and Materials, (2018). Standard Test Method for Compressive Strength of Hydraulic-Cement Mortars (Using Portions of Prisms Broken in Flexure) (ASTM C349–18). West Conshohocken (PA, United States): ASTM International, 4.
[15] American Society for Testing and Materials, (2021). Standard Test Method for Compressive Strength of Hydraulic-Cement Mortars (ASTM C348–21). West Conshohocken (PA, United States): ASTM International, 6.
[16] American Society for Testing and Materials, (2007). Standard Test Method for Length Change Of Hardened Cement Mortar And Concrete (ASTM C596–07). West Conshohocken (PA, United States): ASTM International, 3.
[17] American Society for Testing and Materials, (2017). Standard Test Method for Length Change Of Hardened Cement Mortar And Concrete (ASTM C157–17). West Conshohocken (PA, United States): ASTM International, 7.
[18] American Society for Testing and Materials, (2017). Standard Practice for Use of Apparatus for the Determination of Length Change of Hardened Cement Paste, Mortar, and Concrete (ASTM C490–17). West Conshohocken (PA, United States): ASTM International, 5.
[19] American Society for Testing and Materials, (2015). Standard Test Method for Flow of Hydraulic Cement Mortar (ASTM C1437–15). West Conshohocken (PA, United States): ASTM International, 2.
[20] American Society for Testing and Materials, (2010). Standard Specification for Flow Table for Use in Tests of Hydraulic Cement (ASTM C230–10). West Conshohocken (PA, United States): ASTM International, 6.
[21] Le, T. T., Austin, S. A., Lim, S., Buswell, R. A., Gibb, A. G., & Thorpe, T. (2012). Mix design and fresh properties for high-performance printing concrete. Materials and structures, 45, 1221-1232.
[22] Ma, G., & Wang, L. (2018). A critical review of preparation design and workability measurement of concrete material for largescale 3D printing. Frontiers of Structural and Civil Engineering, 12, 382-400.
[23] Tay, Y. W. D., Qian, Y., & Tan, M. J. (2019). Printability region for 3D concrete printing using slump and slump flow test. Composites Part B: Engineering, 174, 106968.
[24] Safaei, A. S., Ghodrati Amiri, G., Razavi, S. M. H., & Hosseinali Beygi, H. (2022). Influence of Silica Fume and Zeolite on the Mid-Term Behavior of Expansive Self-Compacting Concrete. Journal of Structural and Construction Engineering, 8(12), 184-207.
[25] Nguyen, T. T., Bui, H. H., Ngo, T. D., & Nguyen, G. D. (2017). Experimental and numerical investigation of influence of air-voids on the compressive behaviour of foamed concrete. Materials & Design, 130, 103-119.
[26] Gao, S., Wang, Z., Wang, W., & Qiu, H. (2018). Effect of shrinkage-reducing admixture and expansive agent on mechanical properties and drying shrinkage of Engineered Cementitious Composite (ECC). Construction and Building Materials, 179, 172-185.
[27] Canadian Standards Association, (2014). Concrete materials and methods of concrete construction/Test methods and
standard practices for concrete (CSA A23.1-14/A23.2-14). Mississauga (Ontario, CA): CSA Group, 690.
[28] Gedam, B. A., Bhandari, N. M., & Upadhyay, A. (2016). Influence of supplementary cementitious materials on shrinkage, creep, and durability of high-performance concrete. Journal of Materials in Civil Engineering, 28(4), 04015173.
[29] Li, J., & Yao, Y. (2001). A study on creep and drying shrinkage of high performance concrete. Cement and Concrete Research, 31(8), 1203-1206.
[30] Zhao, Y., Gong, J., & Zhao, S. (2017). Experimental study on shrinkage of HPC containing fly ash and ground granulated blast-furnace slag. Construction and Building Materials, 155, 145-153.
[31] Monosi, S., Troli, R., Favoni, O., & Tittarelli, F. (2011). Effect of SRA on the expansive behaviour of mortars based on sulphoaluminate agent. Cement and Concrete Composites, 33(4), 485-489.
[32] Muthukrishnan, S., Ramakrishnan, S., & Sanjayan, J. (2021). Technologies for improving buildability in 3D concrete printing. Cement and Concrete Composites, 122, 104144.
