Advances in Concrete Construction

Volume 21, Number 6, 2026, pages 725-743

DOI: 10.12989/acc.2026.21.6.725

Performance of lightweight aggregate concrete incorporating scoria rock and polystyrene

A.B.M. Saiful Islam , Abdulsalam M. Alkhalaf , Muhammad Nasir , Walid A. Al-Kutti , Khalid Saqer Alotaibi

Abstract

Developing eco-friendly lightweight aggregate materials is crucial globally, especially in Saudi Arabia, due to poor limestone quality, high water tables, and challenging soil conditions. This necessitates alternative lightweight aggregates for lightweight concrete (LWAC). This research developed LWACs by replacing 70-100% of conventional limestone (LS) with local scoria rock (SR) or by substituting 10-30% of LS with artificial polystyrene (AP), creating SR-based and AP-based LWACs. A total of seven concrete mixes were prepared, including a control mix, with cement contents ranging from 411 to 567 kg/m³and water contents from 164 to 227 kg/m³. Their performance was compared with a control normal-weight aggregate concrete (NWAC) with 100%LS. First, aggregate physical properties were evaluated. Then, mix proportions were developed, and fresh, mechanical, and durability characteristics of the concrete were investigated. AP exhibited the lowest bulk density and specific gravity, followed by SR, then LS. LWACs generally showed lower compressive strength and pulse velocity, with higher chloride permeability and sorptivity than NWAC. LWAC density reduced by 8.2-13.6% with SR and 3.5-10.9% with AP. Twenty-eight-day compressive strengths were 70.3-92.2% (SR-LWAC) and 43.8-54.7% (APLWAC) of NWAC’s strength.Thismechanical reduction is attributed to SR’s porous nature and AP’s lower density, potentially causing cracks. These eco-friendly LWACs show potential for infrastructural applications requiring mediumto lowstructural strength andmoderate durability.

Key Words

artificial polystyrene; durability; lightweight aggregate concrete; limestone aggregate; physicomechanical properties; scoria rock

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