Integrated prediction of wave-induced liquefaction for stable breakwater heads. Breakwaters are central to the economies and lifestyles of many coastal areas around the world. The liquefaction of breakwater foundations causes the failure of breakwaters, with potentially deliterious consequences for life and property. The remedies involve large investments in maintenance and cause major disruptions to coastal activities. More accurate and reliable methods for analysing the stability of structures ....Integrated prediction of wave-induced liquefaction for stable breakwater heads. Breakwaters are central to the economies and lifestyles of many coastal areas around the world. The liquefaction of breakwater foundations causes the failure of breakwaters, with potentially deliterious consequences for life and property. The remedies involve large investments in maintenance and cause major disruptions to coastal activities. More accurate and reliable methods for analysing the stability of structures and their foundations is urgently required, and will bring major benefits to Australian coastal facilities. We will create the science to transform our understanding of the mechanisms of wave-induced liquefaction. This will enable engineers to significantly improve the stability and robustness of marine structures.Read moreRead less
Poro-elastic, single domain model of wave-induced transport and transformation of pollutants in coastal sediments. The sediments in many bays and estuaries in Australia are contaminated by pollutants due to discharge of waste from the river, groundwater or/and ocean outfall. Most previous research has had a multi-domain approach and have ignored the wave-dirven advective flow and effects of soil behaviour in coastal sediment. In this study, we will couple the procedure of pollutant transport ne ....Poro-elastic, single domain model of wave-induced transport and transformation of pollutants in coastal sediments. The sediments in many bays and estuaries in Australia are contaminated by pollutants due to discharge of waste from the river, groundwater or/and ocean outfall. Most previous research has had a multi-domain approach and have ignored the wave-dirven advective flow and effects of soil behaviour in coastal sediment. In this study, we will couple the procedure of pollutant transport near the sediment-water interface by a single domain approach, and link wave-dirven advective flow and contaminant in marine sediments. The research outcomes will provide a better prediction of the transformation behaviour of pollutants in contaminated sediments.Read moreRead less
Coupling models for ocean waves, groundwater and porous seabeds interaction. The ocean waves, groundwater flow and porous seabeds interaction problem is vital for erosion control, saltily and biological activities in coastal regions. Most previous research has investigated the problem from individual aspects, rather than a coupling concept. In this study, we will develop advanced theoretical models for procedures of waves propagation, water table fluctuations and soil behaviour in a porous seabe ....Coupling models for ocean waves, groundwater and porous seabeds interaction. The ocean waves, groundwater flow and porous seabeds interaction problem is vital for erosion control, saltily and biological activities in coastal regions. Most previous research has investigated the problem from individual aspects, rather than a coupling concept. In this study, we will develop advanced theoretical models for procedures of waves propagation, water table fluctuations and soil behaviour in a porous seabed, and couple them in a model. A series of experiments will be conducted for the verification of the theoretical findings. The research outcomes will provide a better understanding of the interaction between ocean wave, groundwater flow and porous seabeds.Read moreRead less
Predicting scour and scour-induced settlement of subsea infrastructure. This project aims to develop improved predictions and understanding of the potential and extent of scour and scour-induced settlement of subsea infrastructure on mobile seabeds. This is expected to enable scour and settlement to be accounted for directly in engineering stability and serviceability design, overturning current practice which ignores both effects on the basis of using scour protection and costly maintenance and ....Predicting scour and scour-induced settlement of subsea infrastructure. This project aims to develop improved predictions and understanding of the potential and extent of scour and scour-induced settlement of subsea infrastructure on mobile seabeds. This is expected to enable scour and settlement to be accounted for directly in engineering stability and serviceability design, overturning current practice which ignores both effects on the basis of using scour protection and costly maintenance and remediation. Development of accurate predictions is expected to be achieved through physical model testing, numerical modelling and analysis of field data. Predictions should improve subsea reliability and lead to omission of scour protection in some situations, increasing international competitiveness of our offshore oil and gas industry.Read moreRead less
Transitions in wave breaking from deep to shallow water . The predominant impact on coastal geomorphology, marine safety and coastal structures is from breaking waves, especially from storms. This project will provide the first unified formulation of breaking wave effects from deep to shallow water, which will increase wave forecast model accuracy and hence improve coastal zone design and safety outcomes.
Assessing and enhancing the resilience of Australian beaches to sea level rise. Accurate forecasting of coastal recession due to sea level rise is required for planning and the design of coastal defences, but the existing method is widely disputed. With collaboration with world leading research partners, this study will perform unique laboratory experiments to determine the vulnerability of Australian beaches to sea level rise and to test environmentally sustainable measures to increase their re ....Assessing and enhancing the resilience of Australian beaches to sea level rise. Accurate forecasting of coastal recession due to sea level rise is required for planning and the design of coastal defences, but the existing method is widely disputed. With collaboration with world leading research partners, this study will perform unique laboratory experiments to determine the vulnerability of Australian beaches to sea level rise and to test environmentally sustainable measures to increase their resilience. The research will address longstanding uncertainties and significantly enhance the ability of communities to plan for a changing climate. The project will deliver new data and models of immediate benefit to professional engineers to enable robust engineering decisions which enhance the safety of coastal communities.Read moreRead less
High-resolution multispectral underwater imaging for coral reef mapping and characterization. This project will enable improved mapping and monitoring from underwater vehicles and divers. We expect to aid the sustainable use of Australia's biodiversity in the specific case of corals reefs by increasing the quality of survey data and the extent, precision and repeatability of surveys. This project will develop technologies to assist monitoring the Great Barrier Reef and determining effects of man ....High-resolution multispectral underwater imaging for coral reef mapping and characterization. This project will enable improved mapping and monitoring from underwater vehicles and divers. We expect to aid the sustainable use of Australia's biodiversity in the specific case of corals reefs by increasing the quality of survey data and the extent, precision and repeatability of surveys. This project will develop technologies to assist monitoring the Great Barrier Reef and determining effects of management strategies. Since these developments focus on imaging and mapping the ocean floors they could also be of use in developing deep earth resources.
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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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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
Mathematical and mechanical modeling of nano particulate flow. Nano particulates are the basis for many new technologies, including coatings in the electronics industry, composite materials and medical and pharmaceutical applications. Worldwide industrial competition is increasingly determined by our capacity to handle such highly cohesive materials, and to exploit their novel physical, chemical and mechanical characteristics. Devising handling mechanisms and understanding nano particulate flows ....Mathematical and mechanical modeling of nano particulate flow. Nano particulates are the basis for many new technologies, including coatings in the electronics industry, composite materials and medical and pharmaceutical applications. Worldwide industrial competition is increasingly determined by our capacity to handle such highly cohesive materials, and to exploit their novel physical, chemical and mechanical characteristics. Devising handling mechanisms and understanding nano particulate flows depends on formulating accurate mathematical models which reflect the correct underlying physics. This APF proposal will utilise advanced continuum mechanics to develop the correct underlying conceptual ideas to resolve fundamental nanomechanical particulate flows, which will lead to the next generation of engineering tools.
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