All Outputs (18)

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.

Behaviour of Masonry Arches Under Foundation Movement (2024)
Thesis
Naggasa, A. (2024). Behaviour of Masonry Arches Under Foundation Movement. (Thesis). University of Salford

A significant number of UK bridges are masonry arches, with over 60% being more than a
century old and bearing loads beyond their initial design intent. This poses a challenge for longterm assessment. Current assessment tools range from simplistic t... Read More about Behaviour of Masonry Arches Under Foundation Movement.

Uni- and tri-axial tests and property characterization for thermomechanical effect on hydrated lime modified asphalt concrete (2024)
Journal Article
Al-Ashaibi, A., Wang, Y., Albayati, A., Weekes, L., & Haynes, J. (2024). Uni- and tri-axial tests and property characterization for thermomechanical effect on hydrated lime modified asphalt concrete. Construction and Building Materials, 418, https://doi.org/10.1016/j.conbuildmat.2024.135307

Permanent deformation, fatigue and thermal cracking are the three typical distresses of flexible pavement. Using hydrated lime (HL) into the conventional limestone mineral additive has been widely practiced, including in Europe, to improve the mechan... Read More about Uni- and tri-axial tests and property characterization for thermomechanical effect on hydrated lime modified asphalt concrete.

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.

Formative assessment that bites (2021)
Journal Article
Haynes, B. (2021). Formative assessment that bites. Structural engineer (London. 1988), 99(2), 12-19

It is now an established fact that the learning cycle is greatly enhanced by timely and effective feedback. The use of formative assessment has now become an indispensable vehicle to facilitate student engagement in the feedback process, even if they... Read More about Formative assessment that bites.

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.

Three applications of augmented reality technologies in structural engineering education (2018)
Journal Article
Whittleston, G., Haynes, B., & Mardan, A. (2018). Three applications of augmented reality technologies in structural engineering education

In technology terms, a real environment or personal space that is altered with digital media, such as images, is termed Augmented Reality (A.R.). From 2020 onwards, the next big thing in the technology sector will be A.R. The purpose of the current p... Read More about Three applications of augmented reality technologies in structural engineering education.

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.

Embedding technology in the structures thread of a civil engineering degree (2013)
Journal Article
Currie, N., Haynes, B., Leach, P., Wang, J., & Weekes, L. (2013). Embedding technology in the structures thread of a civil engineering degree

This paper describes an ongoing journey,
which began in the autumn semester of
2005 and continues to the present day, with
the aims of promoting good teaching at the
University of Salford, UK. It discusses the
challenges faced during the redesig... Read More about Embedding technology in the structures thread of a civil engineering degree.

Dealing with blast loading on brickwork (2007)
Journal Article
Haynes, B., & Beg, M. (2007). Dealing with blast loading on brickwork. Structural engineer (London. 1988), 85(19), 35-42

Much effort is being deployed in maintaining electricity generation from the UK's fleet of nuclear power stations with safety being a prime consideration.

Up-to-date safety standards demand resistance to hazards which normally include seismic and... Read More about Dealing with blast loading on brickwork.