Experimental Investigation of the Effect of Natural Zeolite Pozzolan on the Mechanical Properties and Water Absorption of Ordinary Portland Concrete

Document Type : Research Article

Authors

1 Faculty Member and Assistant Professor, Department of Civil Engineering, Faculty of Engineering and Engineering, Islamic Azad University, Shabestar Branch, Shabestar, Iran

2 Department of Civil Engineering, Shab.C., Islamic Azad University, Shabestar, Iran

Abstract
This study investigates the influence of natural zeolite as a supplementary cementitious material (SCM) on the mechanical properties and water absorption of ordinary Portland concrete. Zeolite was used as a partial cement replacement at levels of 0%, 2%, 6%, 8%, 12%, and 15% within various mix designs (cement content ranging from 320 to 400 kg/m³). The experimental program focused on evaluating compressive strength at 7 and 28 days, as well as water absorption capacity. The results indicate that while early-age (7-day) compressive strength experienced a slight decrease due to the dilution effect of the zeolite, 28-day strength significantly improved at an 8% replacement level. Furthermore, water absorption tests reveal that the pozzolanic reaction of zeolite refines the interfacial transition zone (ITZ) and reduces capillary porosity. The findings suggest that natural zeolite, when properly proportioned, enhances the long-term durability and structural efficiency of concrete.

Keywords

Subjects
[1] Ojo, A.O., et al., 2024. A review of natural zeolite as a supplementary cementitious material in sustainable concrete production. Journal of Building Engineering, 86, 108920.
[2] Doan, C.C., Tran, V.K., Huynh, T.P., 2026. Natural zeolite powder as a cement substitution in sustainable concrete: influence on engineering properties, durability, and microstructure characteristics. Materials Research Express, 13(3), 035503.
[3] Fan, J., Zhang, B., 2025. Study on the effect of modified zeolite powder on curing mechanism of concrete. Construction and Building Materials, 483, 141830.
[4] Wang, Y., et al., 2024. Synergistic effect of zeolite and nano-silica on the hydration and pore structure of cement-based materials. Cement and Concrete Composites, 152, 105670.
[5] Efe, M., Öz, A., Bayrak, B., Kaplan, G., Aydın, A.C., 2024. Effect of Na2SiO3/NaOH rate and natural zeolite content on basalt fiber reinforced eco-efficient slag-based geopolymer mortar synthesis. Archives of Civil and Mechanical Engineering, 24, 185.
[6] Ahmadi, B., Shekarchi, M., 2010. Use of natural zeolite as a supplementary cementitious material. Cement & Concrete Composites, 32(2), 134-141.
[7] Valipour, M., Pargar, F., Shekarchi, M., Khani, S., 2013. Comparing a natural pozzolan, zeolite, to metakaolin and silica fume in terms of their effect on the durability characteristics of concrete: A laboratory study. Construction and Building Materials, 41, 879–888.
[8] ASTM C125-07, 2007. Standard Terminology Relating to Concrete and Concrete Aggregates. ASTM International.
[9] National Iranian Standard No. 1-12284, 2009. Concrete - Part 1: Technical Specification Guide.
[10] BS 1881-Part 122, 1983. Method for Determination of Water Absorption. British Standards Institution.
[11] Jahangir, H., Bagheri, M., Delaware, S.A., 2018. Estimating Compressive Strength of Concrete by Swapping Pinion Ash for Cement. Journal of Structural and Construction Engineering, 5(Special Issue 2), 5-19.
[12] Dahir, R.K., McCarthy, M.J., Tittle, P.A.J., 2006. Role of cement content in specification for concrete durability: Aggregate type influences. Structures & Buildings, 159, 229–242.
[13] Poon, C.S., Lam, S.C., 2008. The effect of aggregate-to-cement ratio and types of aggregate on the properties of pre-cast concrete blocks. Cement & Concrete Composites, 30, 283–289.
[14] Shi, C., 2004. Effect of mixing proportions of concrete on its electrical conductivity and rapid chloride permeability test (ASTM C 1202 or AASHTO T277) results. Cement and Concrete Research, 34, 537–545.
[15] ACI 237R-07, 2007. Self-Consolidating Concrete. American Concrete Institute.
  • Receive Date 22 June 2026
  • Revise Date 09 July 2026
  • Accept Date 25 July 2026
  • First Publish Date 25 July 2026
  • Publish Date 23 October 2026