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%u0686%u0647%u0627%u0631%u062f%u0647%u0645%u06cc%u0646%u06a9%u0646%u06af%u0631%u0647 %u0645%u0644%u0651%u06cc%u0645%u0647%u0646%u062f%u0633%u06cc %u0639%u0645%u0631%u0627%u0646%u060c 1%u06482%u062e%u0631%u062f%u0627%u062f%u0645%u0627%u0647 1403%u062f%u0627%u0646%u0634%u06af%u0627%u0647 %u0632%u0646%u062c%u0627%u0646%u060c %u0632%u0646%u062c%u0627%u0646%u060c %u0627%u06cc%u0631%u0627%u0646 %uf0384.Valipour M, Pargar F, Shekarchi M, Khani S, Moradian M. In situ study of chloride ingress in concretes containing natural zeolite, metakaolin and silica fume exposed to various exposure conditions in a harsh marine environment. Constr Build Mater. 2013; 46:6370.5. Ghafoori N, NajimiM. Structural-grade concrete containing FBC and PCC residues. Part I: Non-cement concrete. Mag Concr Res. 2014;66(8):37786.6. Siddique R, Klaus J. Influence of metakaolin on the properties of mortar and concrete: A review. Appl Clay Sci. 2009;43(34):392400.7. Ding J-T, Yan P-Y, Liu S-L, Zhu J-Q. Extreme vertices design of concrete with combined mineral admixtures. Cem Concr Res. 1999;29(6):95760.8. Feng N-Q, Li G-Z, Zang X-W. High-strength and flowing concrete with a zeolitic mineral admixture. Cem Concr aggregates. 1990;12(2):619.9. Ahmadi B, Shekarchi M. Use of natural zeolite as a supplementary cementitious material. Cem Concr Compos. 2010;32(2):13441.10. Poon CS, Lam L, Kou SC, Lin ZS. A study on the hydration rate of natural zeolite blended cement pastes. Constr Build Mater. 1999;13(8):42732.11.%u0639%u0627%u0644%u0645%u06cc %u060c %u0646%u06cc%u0645%u0627 %u061b (1394 .(%u0627%u0645%u06a9%u0627%u0646 %u0633%u0646%u062c%u06cc %u06a9%u0627%u0631%u0628%u0631%u062f %u0632%u0626%u0648%u0644%u06cc%u062a %u062f%u0631 %u062a%u0648%u0644%u06cc%u062f %u0628%u062a%u0646 %u0633%u0628%u0632 %u0628%u0627 %u0647%u062f%u0641 %u06a9%u0627%u0647%u0634 %u0645%u0635%u0631%u0641 %u0633%u06cc%u0645%u0627%u0646%u060c %u067e%u0627%u06cc%u0627%u0646%u0646%u0627%u0645%u0647 %u062f%u0648%u0631%u0647 %u06a9%u0627%u0631%u0634%u0646%u0627%u0633%u06cc %u0627%u0631%u0634%u062f %u0645%u0647%u0646%u062f%u0633%u06cc %u0639%u0645%u0631%u0627%u0646%u060c %u062f%u0627%u0646%u0634%u06af%u0627%u0647 %u0634%u0647%u06cc%u062f %u0645%u062f%u0646%u06cc %u062a%u0628%u0631%u06cc%u0632%u060c %u062f%u0627%u0646%u0634%u06a9%u062f%u0647 %u0641%u0646%u06cc %u0648 %u0645%u0647%u0646%u062f%u0633%u06cc. 12. Chan SYN, Ji X. Comparative study of the initial surface absorption and chloride diffusion of high performance zeolite, silica fume and PFA concretes. Cem Concr Compos. 1999;21(4):293300.13. Bilim C. Influence of Clinoptilolite Replacement on Durability of Cement Mortars. J Mater Civ Eng. 2014;26(3):5206.14. Jana D. A new look to an old pozzolan, clinoptilolite%u2013a promising pozzolan in concrete. In: Proceedings of the twenty-ninth conference on cement microscopy, Quebec City, PQ, Canada. 2007.15. Ahmadi B., Sobhani J., Shekarchi M., Najimi M., 2014,\xtures containing natural zeolite with silica fume or fly ash\16. Nagrockiene D, Girskas G. Research into the properties of concrete modified with natural zeolite addition. Constr Build Mater. 2016; 113:9649.17. MolaAbasi H, SaberianM, Li J. Prediction of compressive and tensile strengths of zeolite-cemented sand using porosity and composition. Constr Build Mater. 2019; 202:78495.18. ASTM C150/C150M %u201321, (2021), %u201cStandard Specification forPortland Cement%u201d.19. ASTM C 33/C33M 18, (2018), %u201cStandard Specification forConcrete Aggregates%u201d.20. ACI 211.1-91, (2002), %u201cStandard Practice for Selecting Proportions forNormal, Heavyweight, and Mass Concrete%u201d.21. ASTM C192/C 192M%u201318,(2018),%u201cStandard Practice for Making and Curing Concrete Test Specimens in the Laboratory%u201d.22. ASTM C 39/C 39M %u201321, (2020), %u201cStandard Test Method forCompressive Strength of Cylindrical Concrete Specimens%u201d.23. BS 1881: Part 117: (1983), Testing concrete, %u201cMethod for determination oftensile splitting strength%u201d.24. ASTM C64206, (2009), %u201cStandard Test Method forDensity, Absorption, and Voids in Hardened Concrete%u201d.