Time-dependent dynamic, creep and shrinkage response of curved structural members. This project concerns curved structural members, such as bridge beams, that are subjected to dynamic excitation and to concrete shrinkage and creep. Hitherto, unified formulations for the structural behaviour of these members have not been properly developed. The proposal seeks to build on a previous ARC DP of the investigator that produces significant results for static loading, by developing a sophisticated meth ....Time-dependent dynamic, creep and shrinkage response of curved structural members. This project concerns curved structural members, such as bridge beams, that are subjected to dynamic excitation and to concrete shrinkage and creep. Hitherto, unified formulations for the structural behaviour of these members have not been properly developed. The proposal seeks to build on a previous ARC DP of the investigator that produces significant results for static loading, by developing a sophisticated methodology to handle non-static dynamic loading and for shrinkage and creep. It will develop advanced mathematical tools to enable the safe and efficient design of a multiplicity of structures that is of benefit to on and offshore Australian technology.Read moreRead less
Development of a Local Spectral Method for the Computations of Thin-Walled Structures. This project will benefit Aust. society by providing a powerful tool for improving the safe and cost effective design of structures under extreme conditions (high frequency vibration, complicating supporting conditions). The method has the potential to be further developed to provide solutions to unsolved problems in acoustic wave transport, short electromagnetic wave propagation etc. The research training of ....Development of a Local Spectral Method for the Computations of Thin-Walled Structures. This project will benefit Aust. society by providing a powerful tool for improving the safe and cost effective design of structures under extreme conditions (high frequency vibration, complicating supporting conditions). The method has the potential to be further developed to provide solutions to unsolved problems in acoustic wave transport, short electromagnetic wave propagation etc. The research training of the project will help to keep Australia to be at the forefront in this research field and the published research findings will promote the reputation of Australian researchers in the field of computational engineering. The international collaboration will be strengthened between the Investigator's team and his colleagues in US. Read moreRead less
Properties and Characterisation of Magneto-Rheological Materials under Rotating Magnetic Field Excitation. Through the proposed theoretical and experimental studies, new electro-magneto-mechanical phenomena of the MR materials under various vectorial magnetisations will be observed. Based on the in-depth understanding of the complex vectorial magneto-rheological mechanisms, an accurate coupled model will be developed for design and analysis of novel dampers. These outcomes will greatly enhance t ....Properties and Characterisation of Magneto-Rheological Materials under Rotating Magnetic Field Excitation. Through the proposed theoretical and experimental studies, new electro-magneto-mechanical phenomena of the MR materials under various vectorial magnetisations will be observed. Based on the in-depth understanding of the complex vectorial magneto-rheological mechanisms, an accurate coupled model will be developed for design and analysis of novel dampers. These outcomes will greatly enhance the design capacity of Australian industry in smart structures, i.e. using novel dampers to reduce harmful vibrations and protect people in vehicles, buildings, and bridges. This will help Australians to live in a safer and healthier environment, and could save billions of dollars per year nationwide for treatment, recovery, and insurance claims.Read moreRead less
Permeable Pavements with Concrete Surface Layers- Experimental and Theoretical Basis for Analysis and Design. Permeable pavements constitute unique and effective means to address important environmental issues and support green, sustainable growth. By capturing stormwater and allowing it to seep into the ground, porous pavements are instrumental in recharging groundwater, reducing stormwater runoff and preventing pollutants from entering the Australian river systems and sea-shores. Other advanta ....Permeable Pavements with Concrete Surface Layers- Experimental and Theoretical Basis for Analysis and Design. Permeable pavements constitute unique and effective means to address important environmental issues and support green, sustainable growth. By capturing stormwater and allowing it to seep into the ground, porous pavements are instrumental in recharging groundwater, reducing stormwater runoff and preventing pollutants from entering the Australian river systems and sea-shores. Other advantages for Australian communities that are associated with the construction of permeable pavement arise from their properties such as acoustic and thermal insulation due to the high void content of the material. Thus, permeable pavements improve on the living conditions in urban areas by reducing noise levels and preventing urban heat island effects.Read moreRead less
Cracking of Embankment Dams Under Normal Operating, and Flood Conditions, and the Implications for Internal Erosion and Piping Failure. Internal erosion and piping causes half of embankment dam failures and accidents. Historically about two percent of dams have been affected. The most common cause of initiation of erosion is in cracks or by hydraulic fracture in low stress zones. This project will develop methods for predicting the opening width and depth of desiccation and stress induced cra ....Cracking of Embankment Dams Under Normal Operating, and Flood Conditions, and the Implications for Internal Erosion and Piping Failure. Internal erosion and piping causes half of embankment dam failures and accidents. Historically about two percent of dams have been affected. The most common cause of initiation of erosion is in cracks or by hydraulic fracture in low stress zones. This project will develop methods for predicting the opening width and depth of desiccation and stress induced cracking in the dam crest, and for assessing whether the cracks will close before erosion begins as the reservoir water rises, or whether erosion will self limit or continue.Read moreRead less
Maximising diffusion of innovative products on public infrastructure projects: A qualitative management study of open innovation systems. Australia's infrastructure in water, energy, health, education, transport and communication is the platform for our future prosperity and growth. In response to an identified deficit, Australian governments are embarking on major investment programs. Our ability to deliver these programs efficiently and effectively relies heavily on the promotion of innovation ....Maximising diffusion of innovative products on public infrastructure projects: A qualitative management study of open innovation systems. Australia's infrastructure in water, energy, health, education, transport and communication is the platform for our future prosperity and growth. In response to an identified deficit, Australian governments are embarking on major investment programs. Our ability to deliver these programs efficiently and effectively relies heavily on the promotion of innovation in the delivery phase. This study contributes to this major challenge by identifying how diffusion of innovative products can be maximised on infrastructure projects, focusing on knowledge flows within open innovation systems. The study will provide tools to optimise delivery of a world-class and integrated infrastructure network to meet Australia's future social and economic needs.Read moreRead less
The effect of tunelling on existing rock bolts. As more underground facilities such as rail, road, sewerage and service tunnels are constructed in our major cities, more and more frequently new tunnels have to cross over or run alongside existing tunnels. As the roofs of tunnels are generally supported by rock bolts and lined with shotcrete, the support system can be damaged by the rock movements caused by the excavation of the new tunnel. Little research has been carried out on this problem, an ....The effect of tunelling on existing rock bolts. As more underground facilities such as rail, road, sewerage and service tunnels are constructed in our major cities, more and more frequently new tunnels have to cross over or run alongside existing tunnels. As the roofs of tunnels are generally supported by rock bolts and lined with shotcrete, the support system can be damaged by the rock movements caused by the excavation of the new tunnel. Little research has been carried out on this problem, and so often expensive deviations have to be made to tunnels to avoid going near existing ones. The proposed research will provide numerical tools to allow prediction of loads induced into rock bolts by nearby tunnels, leading to more economical and safer tunnel design.
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Establishing best practice in interorganizational project collaboration. Alliancing refers to two or more organizations coming together to complete a project. The industry partners believe alliancing is an innovation in the way government and private industry can deliver large complex projects, while committing to economically and socially sustainable management practices. Benefits of alliancing come through the way they design, manage and commit to their key performance indicators. Through this ....Establishing best practice in interorganizational project collaboration. Alliancing refers to two or more organizations coming together to complete a project. The industry partners believe alliancing is an innovation in the way government and private industry can deliver large complex projects, while committing to economically and socially sustainable management practices. Benefits of alliancing come through the way they design, manage and commit to their key performance indicators. Through this project UTS, UNSW and the industry partners will establish world's best practice in delivering projects with multiple partners through public and private sector collaboration initially across the construction industry, but ultimately across all areas where project management is used.Read moreRead less
Enhanced Analysis of Time Dependent Viscous Behaviour of Soft Clay. Often post construction settlements of structures overlying clayey soils have been observed to be more than those predicted, or the predicted rate of settlement is not correct. The main benefit of this research is providing an accurate but simplified approach, which can be used by practicing engineers to predict the post construction settlement of structures in the design phase of construction projects. The community can conside ....Enhanced Analysis of Time Dependent Viscous Behaviour of Soft Clay. Often post construction settlements of structures overlying clayey soils have been observed to be more than those predicted, or the predicted rate of settlement is not correct. The main benefit of this research is providing an accurate but simplified approach, which can be used by practicing engineers to predict the post construction settlement of structures in the design phase of construction projects. The community can considerably benefit from the findings of this project including safer structures, significant reduction in the future maintenance costs and enhancing the performance of bridges, buildings, roads, railways and dams with less cracks and differential settlement.Read moreRead less
Geotechnical characterisation of compacted ground based on passive ambient noise techniques. The proposed research will provide our local construction and mining industries with a much needed fast and low cost technology for geotechnical investigation of very large sites which is currently not available. The project will help steer Australia to the forefront of ambient noise research for geotechnical site investigation, in the characterisation of unsaturated compacted soil and in the determinati ....Geotechnical characterisation of compacted ground based on passive ambient noise techniques. The proposed research will provide our local construction and mining industries with a much needed fast and low cost technology for geotechnical investigation of very large sites which is currently not available. The project will help steer Australia to the forefront of ambient noise research for geotechnical site investigation, in the characterisation of unsaturated compacted soil and in the determination of dynamic site characteristics which are required for seismic risk assessment. Two postgraduate students will benefit from this research by receiving research training at the highest level and it will also pave the way for exporting the technology developed overseas, particularly to our near neighbours in Asia and the Pacific. Read moreRead less