The response of beams subjected to axial load and lateral soil movements. Beams (piles, soil nails, and pipelines) are not only subjected to axial (vertical, axial and longitudinal)loading, but often withstand simultaneous lateral loading, due to either explicit structural loads, or due to loads induced by movement of the soils in which they are founded. Bridge piles adjacent to an approach embankment are one example. This project will provide experimental evidence to assist with the estimation ....The response of beams subjected to axial load and lateral soil movements. Beams (piles, soil nails, and pipelines) are not only subjected to axial (vertical, axial and longitudinal)loading, but often withstand simultaneous lateral loading, due to either explicit structural loads, or due to loads induced by movement of the soils in which they are founded. Bridge piles adjacent to an approach embankment are one example. This project will provide experimental evidence to assist with the estimation of capacity, axial and shear resistance, the validation of unified solutions for beams subjected to simultaneous lateral soil movements and axial loads. Such experimental evidence and analytical solutions are not currently available. The evidence will also assist with solving a contradictory, existing design principle, which will lead to an economic and efficient design approach.Read moreRead less
Thin-walled Structures Subjected to Impact and Blast Loading. Terrorist attacks have cost Australians much human grief and billions of dollars. Containing the consequences of a blast or impact is crucial to survival and restricting damage to critical civilian/defence infrastructure. Thin-walled structures are used extensively in such infrastructure. There is a lack of knowledge about their behaviour when subjected to impulse and blast loads. The investigators will establish the most economical m ....Thin-walled Structures Subjected to Impact and Blast Loading. Terrorist attacks have cost Australians much human grief and billions of dollars. Containing the consequences of a blast or impact is crucial to survival and restricting damage to critical civilian/defence infrastructure. Thin-walled structures are used extensively in such infrastructure. There is a lack of knowledge about their behaviour when subjected to impulse and blast loads. The investigators will establish the most economical means of designing passive blast protection into thin-walled structures and hence, Australia's critical infrastructure. This knowledge will be transferred into design standards and Australia's limited defence resources.Read moreRead less
Pile foundations in unsaturated soils: a mechanistic framework. This project will develop a mechanistic approach to pile foundation design in variably saturated soils through integrated expertise in the fields of unsaturated soil mechanics, material nonlinearity, numerical modelling, limit analysis and experimental investigation. It will achieve a rigorous understanding of pile behaviour in unsaturated
soils subjected to monotonic loading through a comprehensive program of scaled laboratory test ....Pile foundations in unsaturated soils: a mechanistic framework. This project will develop a mechanistic approach to pile foundation design in variably saturated soils through integrated expertise in the fields of unsaturated soil mechanics, material nonlinearity, numerical modelling, limit analysis and experimental investigation. It will achieve a rigorous understanding of pile behaviour in unsaturated
soils subjected to monotonic loading through a comprehensive program of scaled laboratory testing, numerical and theoretical analyses. The models, theories, mechanics and predictive tools arising from this research will have direct and immediate impact on the planning, design, construction and management of many types of infrastructure involving pile foundations in industrial and residential developments.Read moreRead less
Dynamic soil structure interaction. The aim of this project is to undertake a study of an important class of geotechnical problems in which systems composed of soil, structure and pore water are subjected to dynamic or impact loading. The outcomes will include safer and more efficient methods for designing geotechnical structures subjected to dynamic loading.
Investigation of Geopolymer based Concretes for the Construction of High Fire Risk Infrastructures. Geopolymer concretes are emerging new materials promising superior fire resistance and durability and potentially cheaper than the widely used high strength concretes, which also consume high levels of Portland cements. Production of 1 ton of Portland cement releases 1 ton of green house gases. Further, the 6.5 million tons/year of cement currently produced in Australia is insufficient to meet the ....Investigation of Geopolymer based Concretes for the Construction of High Fire Risk Infrastructures. Geopolymer concretes are emerging new materials promising superior fire resistance and durability and potentially cheaper than the widely used high strength concretes, which also consume high levels of Portland cements. Production of 1 ton of Portland cement releases 1 ton of green house gases. Further, the 6.5 million tons/year of cement currently produced in Australia is insufficient to meet the industry demand. This project investigates the use of fly ash to make geopolymer concrete, without using any Portland cement, to find usage for part of the 11 million tons/year of fly ash produced as a waste from coal power stations in Australia.Read moreRead less
Development of an Alkali Activated Slag based Construction Material for High Fire Risk Infrastructures. This project will develop an alkali-activated slag (AAS) based construction material for tunnel construction. In tunnels, conventional concretes are likely to 'spall' in a hydrocarbon fire accident, possibly resulting in a tunnel collapse. The project is set to develop a spalling-resistant AAS as an alternative to conventional Portland cement, which is responsible for 6.5 million tons of gre ....Development of an Alkali Activated Slag based Construction Material for High Fire Risk Infrastructures. This project will develop an alkali-activated slag (AAS) based construction material for tunnel construction. In tunnels, conventional concretes are likely to 'spall' in a hydrocarbon fire accident, possibly resulting in a tunnel collapse. The project is set to develop a spalling-resistant AAS as an alternative to conventional Portland cement, which is responsible for 6.5 million tons of greenhouse gas emissions in Australia per year, whereas AAS is based on slag, an industrial waste product. The project also seeks to provide better understanding of the spalling phenomenon so that the engineers can design fireproofing for conventional concrete tunnels with confidence.Read moreRead less
Collapse modelling of soft storey buildings. Soft storey buildings investigated in this research paper represent a large number of building stock in Australia, such as high density housing apartments and buildings occupied by organisations with a post disaster function such as hospitals and emergency services. The outcomes from the research will be of direct benefit to the insurance industry, owners of building stock, emergency planning organisations, building code committees and policy makers i ....Collapse modelling of soft storey buildings. Soft storey buildings investigated in this research paper represent a large number of building stock in Australia, such as high density housing apartments and buildings occupied by organisations with a post disaster function such as hospitals and emergency services. The outcomes from the research will be of direct benefit to the insurance industry, owners of building stock, emergency planning organisations, building code committees and policy makers involved in risk reduction strategies. Read moreRead less
Design of barriers for impact. This project aims to quantify the resistant capacity of rigid reinforced concrete barriers. These barriers can protect lives and property on hill slopes, but construction of the foundation is costly to protect against boulder impacts. Free-standing reinforced concrete barriers without a foundation could be cheaper and effective in countering impact, but need research to accurately quantify their impact resistant capacity. The expected outcome is a new technology to ....Design of barriers for impact. This project aims to quantify the resistant capacity of rigid reinforced concrete barriers. These barriers can protect lives and property on hill slopes, but construction of the foundation is costly to protect against boulder impacts. Free-standing reinforced concrete barriers without a foundation could be cheaper and effective in countering impact, but need research to accurately quantify their impact resistant capacity. The expected outcome is a new technology to make the built environment safer and more sustainable and affordable.Read moreRead less
Displacement Controlled Behaviour of Non-ductile Structural Walls in Regions of Lower Seismicity. Buildings supported by non-ductile structural walls investigated in this research represents the great majority of building stock in Australia, in both the commercial and high-density residential sectors and buildings occupied by organisations with a post-disaster function such as hospitals and emergency services. The outcomes from the research will be of direct benefit to the insurance industry, ow ....Displacement Controlled Behaviour of Non-ductile Structural Walls in Regions of Lower Seismicity. Buildings supported by non-ductile structural walls investigated in this research represents the great majority of building stock in Australia, in both the commercial and high-density residential sectors and buildings occupied by organisations with a post-disaster function such as hospitals and emergency services. The outcomes from the research will be of direct benefit to the insurance industry, owners of building stock, emergency planning organisations, building code committees and policy makers involved in risk reduction strategies.Read moreRead less
Non-differentiable Energy Minimisation For Modelling Fractured Porous Media. This project is aimed at advancing theoretical, computational and experimental bases for the fracturing of geomaterials, and providing scientists and engineers with much needed predictive tools for quantitative assessment of the responses. By incorporating previously neglected aspects such as energy minimisation, advanced constitutive modelling, and non-planar interacting fracture growth, confidence in the design and pl ....Non-differentiable Energy Minimisation For Modelling Fractured Porous Media. This project is aimed at advancing theoretical, computational and experimental bases for the fracturing of geomaterials, and providing scientists and engineers with much needed predictive tools for quantitative assessment of the responses. By incorporating previously neglected aspects such as energy minimisation, advanced constitutive modelling, and non-planar interacting fracture growth, confidence in the design and planning of engineering processes in fractured porous media will be increased to the point that costly over/under designs are avoided. Through the use of the tools developed, it will be possible to detect weaknesses in the design, assess the impact and implement effective measures to improve performance.Read moreRead less