Economical Offshore Foundation for Deep Water - Suction Embedded Plate Anchor. The oil/gas industry's venture in finding large resources in deep water has lead to a number of important economic and technical challenges including, among others, new types of foundations. Suction Embedded Plate Anchor (SEPA) has shown its potential of cost-saving against other types of foundations in deep waters. The aim of this project is to use the experties of investigators, on numerical and centrifuge modelling ....Economical Offshore Foundation for Deep Water - Suction Embedded Plate Anchor. The oil/gas industry's venture in finding large resources in deep water has lead to a number of important economic and technical challenges including, among others, new types of foundations. Suction Embedded Plate Anchor (SEPA) has shown its potential of cost-saving against other types of foundations in deep waters. The aim of this project is to use the experties of investigators, on numerical and centrifuge modelling, to study the behaviour of SEPA in sub-marine deposit. Successful completing of the project will contribute to the very little existing data on this new type of foundation - SEPA.Read moreRead less
Design of Offshore Foundations with Large Penetration into Multilayered Soils. The outcomes of this research will allow safer and more efficient extraction of oil and gas in Australian waters. Offshore oil and gas development is a key Australian industry, annually contributing over A$21 billion to the economy, and underpinning much of our prosperity. The new numerical models and design guidelines will allow rigs and platforms to operate more safely and efficiently in our challenging seabed condi ....Design of Offshore Foundations with Large Penetration into Multilayered Soils. The outcomes of this research will allow safer and more efficient extraction of oil and gas in Australian waters. Offshore oil and gas development is a key Australian industry, annually contributing over A$21 billion to the economy, and underpinning much of our prosperity. The new numerical models and design guidelines will allow rigs and platforms to operate more safely and efficiently in our challenging seabed conditions, contributing to the future competitiveness of our oil and gas industry, and securing energy supplies for sustained growth of our economy. The project will advance Australia's leadership in the science of offshore geotechnical engineering and foster research training opportunities for future engineering leaders.Read moreRead less
Continuum Damage Mechanics in Geotechnical Engineering. Mining and oil exploration are amongst the major industries in Australia and must address geotechnical problems in which growth in damage plays a central role. For example, failure of an offshore platform can occur under cyclic environmental loading, due to accumulated damage to the seabed soils. Design tools are therefore needed that incorporate continuum damage mechanics in modelling the response of geomaterials. The project will place Au ....Continuum Damage Mechanics in Geotechnical Engineering. Mining and oil exploration are amongst the major industries in Australia and must address geotechnical problems in which growth in damage plays a central role. For example, failure of an offshore platform can occur under cyclic environmental loading, due to accumulated damage to the seabed soils. Design tools are therefore needed that incorporate continuum damage mechanics in modelling the response of geomaterials. The project will place Australia at the forefront in this field through the development of rigorous yet simple numerical models that achieve this, and thus underpin safe but economic geotechnical engineering solutions in the mineral resource industries.Read moreRead less
Development of cyclic loading models for application in offshore geotechnics. The response of foundations for offshore structures to repetitive (cyclic) loads is a critical but still inadequately understood area of offshore geotechnics, with designs still usually based on simple modifications to monotonic loading conditions. In this project, a definitive framework for modelling cyclic behaviour will be established. Using this new approach, numerical models will be developed to address problems a ....Development of cyclic loading models for application in offshore geotechnics. The response of foundations for offshore structures to repetitive (cyclic) loads is a critical but still inadequately understood area of offshore geotechnics, with designs still usually based on simple modifications to monotonic loading conditions. In this project, a definitive framework for modelling cyclic behaviour will be established. Using this new approach, numerical models will be developed to address problems at all scales from fundamental constitutive behaviour of soils to macroscopic models for large foundation systems. Their application to offshore design problems (for renewable energy as well as traditional oil and gas applications) will be assessed. Recommendations to current international guidelines will also be made.Read moreRead less
Investigation of potential spudcan punch through failure. The safe and economic use of mobile jack-up structures is critical to the prosperous development of Australia's significant offshore oil and gas industry. However, their use is hindered by potential 'punch-through' failure during installation, when their large conical footings can unexpectedly and uncontrollably push a locally strong zone of soil into underlying softer material. To improve their safety, this research will investigate a po ....Investigation of potential spudcan punch through failure. The safe and economic use of mobile jack-up structures is critical to the prosperous development of Australia's significant offshore oil and gas industry. However, their use is hindered by potential 'punch-through' failure during installation, when their large conical footings can unexpectedly and uncontrollably push a locally strong zone of soil into underlying softer material. To improve their safety, this research will investigate a potential new site-investigation procedure and develop an appropriate calculation method for predicting failures for sites where sand overlies clay. Results will be based on a series of innovative physical and numerical experiments, and assessed against field data and existing industry standards.Read moreRead less
Scour and scour protection around gravity anchors. The costs for scour protection around gravity anchors in a typical offshore project are in the order of 10-20 million dollars. With the increasing number of gravity anchors being installed in Australian waters, significant cost savings are expected to be achieved through improved understanding of local scour and scour protection around gravity anchors. The outcomes of this project can be applied directly to the design of new large diameter pipel ....Scour and scour protection around gravity anchors. The costs for scour protection around gravity anchors in a typical offshore project are in the order of 10-20 million dollars. With the increasing number of gravity anchors being installed in Australian waters, significant cost savings are expected to be achieved through improved understanding of local scour and scour protection around gravity anchors. The outcomes of this project can be applied directly to the design of new large diameter pipelines, will lead to reduction of scour protection costs and enhancement of safety of the pipeline to be stabilized, and increase the competitiveness of Australian oil and gas industry.Read moreRead less
The evolution of effective stress in sedimenting clayey slurries. Activities such as water treatment, mining and dredging produce enormous volumes of semi-solid waste annually. The safe and environmentally responsible management of these wastes is costly, consumes vast quantities of water, and sterilises large areas of land. We will address these issues through understanding and manipulating the interaction between individual particles in these slurries to produce desired engineering outcomes. T ....The evolution of effective stress in sedimenting clayey slurries. Activities such as water treatment, mining and dredging produce enormous volumes of semi-solid waste annually. The safe and environmentally responsible management of these wastes is costly, consumes vast quantities of water, and sterilises large areas of land. We will address these issues through understanding and manipulating the interaction between individual particles in these slurries to produce desired engineering outcomes. This will be done by developing a laboratory testing column in which the gain in strength and rigidity of a settling slurry are fully characterised, enabling an improvement in design of safe and economical impoundment structures for these waste materials.
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