Outputs (4)

Triaxial test of hydrated lime on the mechanical properties of hot mix asphalt concrete (2024)
Conference Proceeding
Al Ashaibi, A., Wang, Y., Albayati, A., Weekes, L., & Haynes, J. (2024). Triaxial test of hydrated lime on the mechanical properties of hot mix asphalt concrete.

This paper reports on the experimental study, which conducted a series of triaxial tests for the asphalt concrete using hydrated lime as a mineral additive. Three HMA mixes, prepared by the specification for wearing, levelling and base layers, were s... Read More about Triaxial test of hydrated lime on the mechanical properties of hot mix asphalt concrete.

Scaling Laws in Progressive Collapse Studies (2024)
Conference Proceeding
Elkady, N., Augusthus-Nelson, L., & Weekes, L. (in press). Scaling Laws in Progressive Collapse Studies.

This state-of-the-art study introduces an innovative approach employing scaling laws to facilitate the utilisation of small-scale models in progressive collapse experimentation. It evaluates the quasi-static behaviour of scaled beam-column sub-assemb... Read More about Scaling Laws in Progressive Collapse Studies.

Unveiling the potential of scaling in progressive collapse studies (2024)
Conference Proceeding
Elkady, N., Augusthus Nelson, L., & Weekes, L. (2024). Unveiling the potential of scaling in progressive collapse studies.

Sensitivities Of Interfacial Bond-Sip Properties In Predicting The Behaviour Of FRP-Strengthened Concrete (2023)
Conference Proceeding
Augusthus Nelson, L., Weekes, L., & Milani, G. (2023). Sensitivities Of Interfacial Bond-Sip Properties In Predicting The Behaviour Of FRP-Strengthened Concrete. . https://doi.org/10.1007/978-3-031-44603-0_7

The performance of FRP-bonded concrete is heavily influenced by the properties of the bond between the two materials. Various bond-slip models incorporating interfacial bond properties have been developed to understand and predict this behaviour. In... Read More about Sensitivities Of Interfacial Bond-Sip Properties In Predicting The Behaviour Of FRP-Strengthened Concrete.