Experimental study of temperature effect on the mechanical tensile fatigue of hydrated lime modified asphalt concrete and case application for the analysis of climatic effect on constructed pavement (2022)
Journal Article
constructed pavement. Case studies in construction materials, 17, https://doi.org/10.1016/j.cscm.2022.e01622

Previous experimental studies have suggested that hot mixed asphalt (HMA) concrete using hydrated lime (HL) to partially replace the conventional limestone dust filler at 2.5% by the total weight of all aggregates showed an optimum improvement on sev... Read More about Experimental study of temperature effect on the mechanical tensile fatigue of hydrated lime modified asphalt concrete and case application for the analysis of climatic effect on constructed pavement.

Size Effect of Hydrated Lime on the Mechanical Performance of Asphalt Concrete (2022)
Journal Article
Albayati, A., Wang, Y., & Haynes, J. (2022). Size Effect of Hydrated Lime on the Mechanical Performance of Asphalt Concrete. Materials, 15(10), 3715. https://doi.org/10.3390/ma15103715

Despite widespread agreement on the beneficial nature of hydrated lime (HL) addition to asphalt concrete mixes, understanding of the effect of HL particle size is still limited. Previous investigations have focused mainly on two different size compar... Read More about Size Effect of Hydrated Lime on the Mechanical Performance of Asphalt Concrete.

Thermal fatigue analysis of pavement design using hydrated lime modified asphalt concrete (2022)
Journal Article
Wang, Y., Al Ashaibi, A., Albayati, A., & Haynes, B. (2022). Thermal fatigue analysis of pavement design using hydrated lime modified asphalt concrete. International journal of pavement engineering & asphalt technology, 23, https://doi.org/10.1515/ijpeat-2016-0050

A previous experimental study has suggested that asphalt concrete using hydrated lime
to partially replace the conventional limestone dust filler at 2.5% by the total weight of
all aggregates had an optimum improvement on the key mechanical propert... Read More about Thermal fatigue analysis of pavement design using hydrated lime modified asphalt concrete.

Influence of iron filing waste on the performance of warm mix asphalt (2021)
Journal Article
Wang, Y., Latief, R., Al‐Mosawe, H., Mohammad, H., Albayati, A., & Haynes, B. (2021). Influence of iron filing waste on the performance of warm mix asphalt. Sustainability, 13(24), 13828. https://doi.org/10.3390/su132413828

Recently, interest in the use of projectiles in research on recycling waste materials for construction applications has grown. Using recycled materials for the construction of asphalt concrete pavement, in the meantime, has become a topic of research... Read More about Influence of iron filing waste on the performance of warm mix asphalt.

Outcomes from applying the inverted classroom to a first year structures module (2020)
Journal Article
Haynes, B., & Currie, N. (2020). Outcomes from applying the inverted classroom to a first year structures module. Structural engineer (London. 1924), 98(5), 8-15

The Institution of Structural Engineers has recently invested
considerable eff ort in the thorny problem of how to improve
understanding of structural behaviour among undergraduate students.
This paper, based on a winning entry to the Institution’... Read More about Outcomes from applying the inverted classroom to a first year structures module.

Modeling the behavior of radially pinned brick triplets (2019)
Presentation / Conference
Haynes, J., Naggasa, A., Augusthus-Nelson, L., El-basir, F., & Alsaleh, A. (2019, October). Modeling the behavior of radially pinned brick triplets. Presented at 9th International Conference on Arch Bridges, Porto, Portugal

The continued use of many UK highway and railway masonry arch bridges is dependent upon maintaining robustness as the materials deteriorate over time. A common failure in multi-ring brickwork arches subject to fatigue, is ring separation.
This pape... Read More about Modeling the behavior of radially pinned brick triplets.

Moisture susceptibility and fatigue performance of hydrated lime-modified asphalt concrete : experiment and design application case study (2019)
Journal Article
Al-Tameemi, A., Wang, Y., Albayati, A., & Haynes, B. (2019). Moisture susceptibility and fatigue performance of hydrated lime-modified asphalt concrete : experiment and design application case study. Journal of Materials in Civil Engineering, 31(4), 04019019. https://doi.org/10.1061/%28ASCE%29MT.1943-5533.0002634

Hydrated lime has been recognized as an effective additive used to improve asphalt concrete properties in pavement applications. However, further work is still needed to quantify the effect of hydrated lime on asphaltic concrete performance under var... Read More about Moisture susceptibility and fatigue performance of hydrated lime-modified asphalt concrete : experiment and design application case study.

A sustainable pavement concrete using warm mix asphalt and hydrated lime treated recycled concrete aggregates (2018)
Journal Article
Albayati, A., Wang, Y., Wang, Y., & Haynes, B. (2018). A sustainable pavement concrete using warm mix asphalt and hydrated lime treated recycled concrete aggregates. Sustainable Materials and Technologies, 18, e00081. https://doi.org/10.1016/j.susmat.2018.e00081

Recently, increasing material prices coupled with more acute environmental awareness and the implementation of regulation has driven a strong movement toward the adoption of sustainable construction technology. In the pavement industry, using low tem... Read More about A sustainable pavement concrete using warm mix asphalt and hydrated lime treated recycled concrete aggregates.

Investigation of assessment methods for railway masonry arch bridges (2018)
Presentation / Conference
Wang, J., Haynes, B., & Melbourne, C. (2018, October). Investigation of assessment methods for railway masonry arch bridges. Presented at 8th International Conference on Arch Bridges, Wroclaw, Poland

Although masonry arch bridge research over the last few decades has spawned several advanced capacity assessment tools, the maintenance and assessment of these bridges is still a constant concern for the bridge owners. There have been many appeals fo... Read More about Investigation of assessment methods for railway masonry arch bridges.

Use of finite element analysis to investigate the structural behaviour of masonry arch bridges subject to foundation settlement (2018)
Presentation / Conference
Naggasa, A., Augusthus Nelson, L., & Haynes, B. (2018, July). Use of finite element analysis to investigate the structural behaviour of masonry arch bridges subject to foundation settlement. Presented at 10th International Masonry Conference, Milan, Italy

This paper investigates the effect of foundation settling on masonry arch bridge structural behaviour using Finite Element Analysis (FEA). Masonry arch bridges form a
large proportion of existing European infrastructure such as rail and road bridges... Read More about Use of finite element analysis to investigate the structural behaviour of masonry arch bridges subject to foundation settlement.

A comparison between the MEXE and Pippard's methods of assessing the load carrying capacity of masonry arch bridges (2013)
Journal Article
Wang, J., Haynes, B., & Melbourne, C. (2013). A comparison between the MEXE and Pippard's methods of assessing the load carrying capacity of masonry arch bridges

The Military Engineering eXperimental Establishment (MEXE) method is a long established system of masonry arch load carrying capacity assessment. It has been subject to review in recent years and some shortcomings have been identified. There is now g... Read More about A comparison between the MEXE and Pippard's methods of assessing the load carrying capacity of masonry arch bridges.