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GENG5511 Engineering Research Project

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Question:

In this experimental study, asphalt with maximum size of 10mm and 4mm will be used as coarse and fine aggregates respectively.

Performance of rubberized and hybrid rubberized concrete structures under static and impact load conditions.

Effect of partial replacement of sand by recycled fine crumb rubber on the performance of hybrid rubberized-normal concrete under impact load:

Physical characterization of natural straw fibers as aggregates for construction materials applications.

Assessment of the consumption of water and construction materials in state-of-the-art fossil fuel power generation technologies involving CO2 capture.

High strength rubberized concrete containing silica fume for the construction of sustainable road side barriers.

Infrared spectroscopy in the analysis of building and construction materials

Evaluation of the rheological behavior of fresh self-compacting rubberized concrete by using the Herschel–Bulkley and modified Bingham models.

Strain rate effect on properties of rubberized concrete confined with glass fiber–reinforced polymers.

Influence of RFID technology on automated management of construction materials and components.

Performance of high strength rubberized concrete in aggressive environment.

Effect of rubber particle modification on properties of rubberized concrete.

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