Analysis and design of interlocking brick system against earthquake loading. This project aims to develop optimised interlocking bricks to resist static and earthquake loads. Using conventional bricks in masonry construction requires skilled labour to connect bricks with mortar. Development of interlocking bricks for mortarless connection has been attracting great interest because the easy alignment improves construction efficiency and quality. Interlocking also leads to better mechanical perfor ....Analysis and design of interlocking brick system against earthquake loading. This project aims to develop optimised interlocking bricks to resist static and earthquake loads. Using conventional bricks in masonry construction requires skilled labour to connect bricks with mortar. Development of interlocking bricks for mortarless connection has been attracting great interest because the easy alignment improves construction efficiency and quality. Interlocking also leads to better mechanical performance of the resulting structures. This project will have significant impact on construction technology and the Australian masonry industry, and greatly improve the competitiveness of the Australian construction industry in the international market.Read moreRead less
Numerical and experimental study of pounding damage of adjacent bridge structures to spatially varying earthquake ground motions. Bridge damage in an earthquake prevents rescue personnel and equipment from quick access to the affected area. Repairing or replacing a damaged bridge and the increased commuting time after the earthquake may have a significant impact on the economy and life of the general public. This project will develop techniques for earthquake-resistant bridge design.
Development of efficient, robust and architecturally-flexible structural systems using innovative blind-bolted connections. The aim of the proposed project is to develop structural systems that have sufficient stiffness, strength, and ductility to withstand code-specified loads and that will be competitive in the marketplace. The development of demonstrable cost-effective structural systems is essential if these types of systems are to be widely adopted in practice, thus allowing Australian manu ....Development of efficient, robust and architecturally-flexible structural systems using innovative blind-bolted connections. The aim of the proposed project is to develop structural systems that have sufficient stiffness, strength, and ductility to withstand code-specified loads and that will be competitive in the marketplace. The development of demonstrable cost-effective structural systems is essential if these types of systems are to be widely adopted in practice, thus allowing Australian manufacturers of blind bolts and steel tubes to achieve a greater market share.Read moreRead less
Assessment of the Seismic Hazard in South-East Queensland utilizing earthquake simulations. Assessment of seismic hazard in Australia is hampered by relatively few instrumental records of past earthquakes. Supercomputer simulations of long-term earthquake activity and strong ground motion, provide an alternative method for estimating the risk posed by earthquakes. The aim of this project is to construct a physical model for South-East Queensland incorporating the major faults and rock units of ....Assessment of the Seismic Hazard in South-East Queensland utilizing earthquake simulations. Assessment of seismic hazard in Australia is hampered by relatively few instrumental records of past earthquakes. Supercomputer simulations of long-term earthquake activity and strong ground motion, provide an alternative method for estimating the risk posed by earthquakes. The aim of this project is to construct a physical model for South-East Queensland incorporating the major faults and rock units of the region. In conjunction with earthquake simulation software of the Australian Computational Earth Systems Simulator, this model will be employed to analyse the spatial and temporal variability of earthquake activity and the ground motion resulting from these earthquakes.Read moreRead less
Vulnerability mapping of hazards and economic loss assessment of offshore oil and gas platforms subject to accidental explosion and fires. In Australia, up to 100 offshore oil and gas wells per year are drilled, but fire and explosion are a risk. This project develops vulnerability maps of offshore platforms subjected to accidental explosions, so that economic loss, environmental and social impact can be effectively assessed based on these factors and mitigation measures can be introduced.
The neo- and seismo-tectonics of northwestern Australia. Australia's two largest earthquakes occurred in NW Australia (magnitudes 7 and 7.9 in 1941 and 1906). Onshore and offshore geologic evidence indicates other such events in recent geological history. Our present seismic database records no such events. We propose to document the nature, frequency, intensity, distribution and possible causes of seismicity in NW Australia, through deployment of seismograph arrays. We will test the effects ....The neo- and seismo-tectonics of northwestern Australia. Australia's two largest earthquakes occurred in NW Australia (magnitudes 7 and 7.9 in 1941 and 1906). Onshore and offshore geologic evidence indicates other such events in recent geological history. Our present seismic database records no such events. We propose to document the nature, frequency, intensity, distribution and possible causes of seismicity in NW Australia, through deployment of seismograph arrays. We will test the effects of basement reactivation, determine the crustal structure beneath the cratonic mass, examine onshore and offshore faults, determine local and regional stress orientations and investigate implications for petroleum production in the region, and whether natural resource extraction causes local seismicity.Read moreRead less
Exploration potential and implications for stress transfer modelling in fault-related mineral deposits. Following our success in the application of stress transfer modelling (STM) techniques to understand the clustered distribution of upper crustal, Archean gold deposits within crustal scale fault systems, this project seeks to test and develop the application of STM in (1) gold systems formed below the crustal seismogenic regime, (2) for deposit-scale targeting, and (3) in a range of fault-re ....Exploration potential and implications for stress transfer modelling in fault-related mineral deposits. Following our success in the application of stress transfer modelling (STM) techniques to understand the clustered distribution of upper crustal, Archean gold deposits within crustal scale fault systems, this project seeks to test and develop the application of STM in (1) gold systems formed below the crustal seismogenic regime, (2) for deposit-scale targeting, and (3) in a range of fault-related mineral deposits other than Archaean gold systems. The project will also develop methods to evaluate the combined roles of co-seismic stress transfer and post-seismic fluid redistribution in influencing deposit distribution. The approach provides a new conceptual framework in which to develop exploration strategies for deep earth resources.Read moreRead less
Development and Application of Stress Transfer Modelling for Area Selection in Mesothermal Gold Systems. Many mesothermal gold systems are hosted by low displacement faults and shear zones which develop adjacent to high displacement, crustal-scale faults and shear zones. By analogy with modern, seismogenic fault systems, the gold-hosting structures are interpreted as aftershock arrays whose formation is related to stress redistribution and fluid flow after major slip events on high displacement ....Development and Application of Stress Transfer Modelling for Area Selection in Mesothermal Gold Systems. Many mesothermal gold systems are hosted by low displacement faults and shear zones which develop adjacent to high displacement, crustal-scale faults and shear zones. By analogy with modern, seismogenic fault systems, the gold-hosting structures are interpreted as aftershock arrays whose formation is related to stress redistribution and fluid flow after major slip events on high displacement faults. This project will test and develop Coulomb stress transfer modelling techniques, currently used for aftershock risk assessment, for predicting the distribution of low displacment, gold-hosting structures around crustal-scale shear systems. The technique is expected to provide a powerful tool to assist area selection in fault-related epigenetic ore systems.Read moreRead less
3D seismic velocity structure for geothermal exploration: a novel approach combining ambient and passive seismic methods. Australia hosts many geological locations that have the potential for geothermal energy production. This is a sustainable power resource and employs diverse technological approaches depending on local conditions. We aim to pilot a new seismic imaging method, which could become a standard in geothermal exploration around the world, to investigate natural heat sources buried ....3D seismic velocity structure for geothermal exploration: a novel approach combining ambient and passive seismic methods. Australia hosts many geological locations that have the potential for geothermal energy production. This is a sustainable power resource and employs diverse technological approaches depending on local conditions. We aim to pilot a new seismic imaging method, which could become a standard in geothermal exploration around the world, to investigate natural heat sources buried in the crust. Tasmania is an ideal pilot location with active geothermal exploration tenements held by a locally-based company.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