Statistical and Experimental Study of Structural Hollow Concrete Blocks Adopting the ACI Mix Design: A Case Study

Authors

  • Zena K. Abbas Department of Civil Engineering, University of Baghdad, Iraq
  • Ahlam A. Ali Department of Civil Engineering, University of Baghdad, Iraq
  • Raghad S. Mahmood Department of Civil Engineering, University of Baghdad, Iraq
  • Hayder A. Al-Baghdadi Department of Civil Engineering, University of Baghdad, Iraq
  • Mustafa Q. Khalid Department of Civil Engineering, University of Baghdad, Iraq
Volume: 15 | Issue: 3 | Pages: 22500-22506 | June 2025 | https://doi.org/10.48084/etasr.10355

Abstract

This study investigates the production of structural hollow blocks bearing load as a masonry unit using statistical regression analysis. Production of blocks that comply with the specification limits of IQS 1077 is a challenge to achieve the appropriate minimum cement content in terms of economic and environmental goals. Data were collected to correlate the normal compressive strength required in the ACI 211.1 mix design with the expected compressive strength within the IQS requirements. Experimental work included preparing hollow blocks using a compress block machine with two curing methods, immersion (normal curing) and spray water (easy and close to factory field production), for 7 days. The recommended block types had a mixture proportion of 1:3.516:2.333 and 1:4.34:2.692 for cement, fine aggregate, and coarse aggregate, consuming cement content equal to 300 kg/m3 and 260 kg/m3, respectively, following IQS requirements. Mixture proportions with minimum cost and strength requirements were successfully achieved.

Keywords:

load bearing hollow block, ACI 211.1 mix design, SPSS, curing method

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References

"Construction of Load-Bearing Concrete Masonry Units," Central Agency for Standardization and Quality Control, Iraq, Iraqi Specification Νο. 1077, 1987.

C15 Committee, "Specification for Loadbearing Concrete Masonry Units." ASTM International.

M. S. Amouri and N. M. Fawzi, "The Mechanical Properties of Fly Ash and Slag Geopolymer Mortar with Micro Steel Fibers," Engineering, Technology & Applied Science Research, vol. 12, no. 2, pp. 8463–8466, Apr. 2022. DOI: https://doi.org/10.48084/etasr.4855

A. F. Hashmi, M.S. Khan, M. Bilal, M. Shariq, and A. Baqi, "Green Concrete: An Eco-Friendly Alternative to the OPC Concrete," Construction, vol. 2, no. 2, pp. 93–103, Dec. 2022. DOI: https://doi.org/10.15282/construction.v2i2.8710

A. A. Adekunle, K. R. Abimbola, and A. O. Familusi, "Utilization of Construction Waste Tiles as a Replacement for Fine Aggregates in Concrete," Engineering, Technology & Applied Science Research, vol. 7, no. 5, pp. 1930–1933, Oct. 2017. DOI: https://doi.org/10.48084/etasr.1071

D. J. M. Velazco, M. C. P. Pirela, M. E. R. Rodriguez, and S. A. O. Montero, "Concrete masonry blocks withscrap HDPE as aggregate," Revista Tecnica, vol. 44, no. 1, pp. 29–36, 2021.

R. Nandhakumar, G. Parthipan, T. Thangeeswari, S. Karthikraja, and B. Gangadurai, "Investigation on various construction material LECA, thermal insulated and conventional blocks," IOP Conference Series: Materials Science and Engineering, vol. 764, no. 1, Feb. 2020, Art. no. 012013. DOI: https://doi.org/10.1088/1757-899X/764/1/012013

M. F. Qasim, Z. K. Abbas, and S. K. Abed, "Production of Load Bearing Concrete Masonry Units (blocks) From Green Concrete Containing Plastic Waste and Nano Silica Sand Powder," Journal of Engineering, vol. 28, no. 8, pp. 54–70, Aug. 2022. DOI: https://doi.org/10.31026/j.eng.2022.08.04

A. S. Jaafar, Z. K. Abbas, and A. A. Allawi, "Investigating the Ability of Producing Sustainable Blocks using Recycled Waste," Engineering, Technology & Applied Science Research, vol. 13, no. 6, pp. 12006–12011, Dec. 2023. DOI: https://doi.org/10.48084/etasr.6357

"Methods of sampling and testing concrete masonry units," Central Agency for Standardization and Quality Control, Iraqi Specification No. 32, 1989.

M. F. Qasim, "Some Properties of Green Concrete Containing Sustainable Aggregate," M.S. Thesis, University of Baghdad, Iraq, 2022.

S. M. Selman, "Producing Sustainable Concrete Masonry Units Using Lightweight Aggregate,” M.S. Thesis, University of Baghdad, Iraq, 2023.

T. F. Abbas, "Production of hollow load-bearing concrete masonry units using sustainable materials," M.S. Thesis, University of Baghdad, Iraq, 2023. DOI: https://doi.org/10.31026/j.eng.2023.04.07

A. S. Jaafar, "Production of sustainable load bearing concrete masonry units by using waste demolished building," M.S. Thesis, University of Baghdad, Iraq, 2024

"Selecting Proportions for Normal-Density and High Density-Concrete - Guide," American Concrete Institute, ACI PRC-211.1-22.

"Portland cement," Central Agency for Standardization and Quality Control, Iraqi Specification No. 5, 2019.

"Used Aggregate from Natural Sources in Concrete and Building," Central Agency for Standardization and Quality Control, Iraqi Specification No. 45, 1984.

"Water Used in Concrete," Central Agency for Standardization and Quality Control, Iraqi Specification No. 1703, 2018.

C09 Committee, "Practice for Making and Curing Concrete Test Specimens in the Laboratory." ASTM International.

C09 Committee, "Test Method for Compressive Strength of Cylindrical Concrete Specimens." ASTM International.

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How to Cite

[1]
Z. K. Abbas, A. A. Ali, R. S. Mahmood, H. A. Al-Baghdadi, and M. Q. Khalid, “Statistical and Experimental Study of Structural Hollow Concrete Blocks Adopting the ACI Mix Design: A Case Study”, Eng. Technol. Appl. Sci. Res., vol. 15, no. 3, pp. 22500–22506, Jun. 2025.

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