Statistical and Experimental Study of Structural Hollow Concrete Blocks Adopting the ACI Mix Design: A Case Study
Received: 26 January 2025 | Revised: 19 February 2025 | Accepted: 27 February 2025 | Online: 4 June 2025
Corresponding author: Ahlam A. Ali
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 methodDownloads
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Copyright (c) 2025 Zena K. Abbas, Ahlam Ali Abood, Raghad S. Mahmood, Hayder A. Al-Baghdadi, Mustafa Q. Khalid

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