Authors :
Saheed Tunde Mohammed; Joseph Adebayo Ige; Oluremi Rotimi Johnson; Idowu Ayobami Faruq
Volume/Issue :
Volume 11 - 2026, Issue 8 - August
Google Scholar :
https://tinyurl.com/bdnsph6p
DOI :
https://doi.org/10.38124/ijisrt/26aug1054
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working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and
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Abstract :
Rising demand for conventional aggregates and the growing volume of agro-industrial waste have renewed
interest in palm kernel shell (PKS) as an unbound granular and bitumen-bound pavement material. This study characterizes
raw and lime-, cement-, and cement-lime-coated PKS and evaluates their engineering performance relative to granite and
stone dust. Microstructural and chemical properties of PKS ash were probed via electron microscopy, energy-dispersive
spectroscopy, and X-ray fluorescence, while the conventional aggregates were characterized through particle size
distribution together with impact and crushing value testing.
Keywords :
Palm Kernel Shell, Unbound Granular Material, Aggregate Stabilization, Hot Mix Asphalt, California Bearing Ratio, Sustainable Pavement Materials.
References :
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Rising demand for conventional aggregates and the growing volume of agro-industrial waste have renewed
interest in palm kernel shell (PKS) as an unbound granular and bitumen-bound pavement material. This study characterizes
raw and lime-, cement-, and cement-lime-coated PKS and evaluates their engineering performance relative to granite and
stone dust. Microstructural and chemical properties of PKS ash were probed via electron microscopy, energy-dispersive
spectroscopy, and X-ray fluorescence, while the conventional aggregates were characterized through particle size
distribution together with impact and crushing value testing.
Keywords :
Palm Kernel Shell, Unbound Granular Material, Aggregate Stabilization, Hot Mix Asphalt, California Bearing Ratio, Sustainable Pavement Materials.