Optimising non-explosive rock breaking technology. Non-explosive rock breaking technology has the potential to significantly improve safety and production in mining and construction industries. This project will quantify a non-explosive hydraulic rock breaking technology through innovative theoretical and numerical investigations. The influences of all the key factors on the efficiency of this technology will the examined. It is envisaged that the outcomes from this proposal will optimise the no ....Optimising non-explosive rock breaking technology. Non-explosive rock breaking technology has the potential to significantly improve safety and production in mining and construction industries. This project will quantify a non-explosive hydraulic rock breaking technology through innovative theoretical and numerical investigations. The influences of all the key factors on the efficiency of this technology will the examined. It is envisaged that the outcomes from this proposal will optimise the non-explosive rock breaking technology, greatly improve its application and guide our industry partner to develop reliable equipment.Read moreRead less
Prediction and controlling of pipe failures in buried water and gas pipe systems. Australian Research Council has recognised water as a critical resource that must be protected from wastage. Along with water, the supply of gas to communities through extensive buried pipe networks is an essential service. As the pipe systems age, the pipe failures have increased. These failures lead to loss of valuable commodity and inconvenience and health hazard to public and workers. Effective asset manage ....Prediction and controlling of pipe failures in buried water and gas pipe systems. Australian Research Council has recognised water as a critical resource that must be protected from wastage. Along with water, the supply of gas to communities through extensive buried pipe networks is an essential service. As the pipe systems age, the pipe failures have increased. These failures lead to loss of valuable commodity and inconvenience and health hazard to public and workers. Effective asset management tools are urgently required in predicting and controlling pipe failures. A consortium of water and gas suppliers and a team of researchers from Monash University and CSIRO have joined forces to address this problem so that significant social and economic benefits to Australia can be realised. Read moreRead less
Sustainable usage of dredged clay materials as land reclamation fills. Millions of cubic metres of dredged materials are removed from river and sea beds every year in dredging projects. It is common to dump a significant portion of the dredged spoils into the sea which can result in serious environmental problems such as deterioration of water quality, damage to aquatic habitats, disruption of ecosystems and dispersion of fine clay particles in seawater. The proposed use of dredged clays as land ....Sustainable usage of dredged clay materials as land reclamation fills. Millions of cubic metres of dredged materials are removed from river and sea beds every year in dredging projects. It is common to dump a significant portion of the dredged spoils into the sea which can result in serious environmental problems such as deterioration of water quality, damage to aquatic habitats, disruption of ecosystems and dispersion of fine clay particles in seawater. The proposed use of dredged clays as land reclamation fill will lead to a substantial reduction in or even eliminate the need for dumping dredged clays into offshore dumping locations. The stabilized dredged clays have great potential if their geotechnical characteristics are adequately understood.Read moreRead less
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
Rigorous Three Dimensional Plasticity Solutions for Soil and Rock Slopes. Slope failures and landslides are a persistent cause of economic loss in Australia. Damages resulting from landslides include both property damage and loss of life. One such recent catastrophic slope failure is the landslide that occurred at Thredbo Village in New South Wales in 1997. This monumental landslide resulted in the deaths of 18 people and was considered by the coroner as the worst natural disaster in Australian ....Rigorous Three Dimensional Plasticity Solutions for Soil and Rock Slopes. Slope failures and landslides are a persistent cause of economic loss in Australia. Damages resulting from landslides include both property damage and loss of life. One such recent catastrophic slope failure is the landslide that occurred at Thredbo Village in New South Wales in 1997. This monumental landslide resulted in the deaths of 18 people and was considered by the coroner as the worst natural disaster in Australian history. The primary aim of this research project is to apply recently developed computational tools to better understand 3D slope behaviour and to develop rigorous stability solutions that can be used by design engineers. A better understanding of 3D slope failure will lead to more economic and safer slope designs.Read moreRead less
Effectiveness of deep natural clay, compacted clay and geomembranes in limiting seepage from coal seam gas production water evaporation ponds. Australia's coal seam gas reserves exceed those of the Moomba and Bass Strait gas fields combined. Queensland's coal seam gas production already accounts for more than 50% of the state's natural gas supply, and continues to grow rapidly. The production of coal seam gas will escalate in coming years, particularly to provide a clean fuel for electricity g ....Effectiveness of deep natural clay, compacted clay and geomembranes in limiting seepage from coal seam gas production water evaporation ponds. Australia's coal seam gas reserves exceed those of the Moomba and Bass Strait gas fields combined. Queensland's coal seam gas production already accounts for more than 50% of the state's natural gas supply, and continues to grow rapidly. The production of coal seam gas will escalate in coming years, particularly to provide a clean fuel for electricity generation and feed stock for liquefied natural gas to supply rapidly growing markets in Asia. As gas production increases, so too does the generation of saline water. This research will ensure that the evaporation of the saline water does not impact the underlying Great Artesian Basin, so that coal seam gas production may continue and grow.Read moreRead less
Development of Innovative Landform and Closure Designs for Potentially Contaminating Surface Waste Rock Dumps. In Australia, the conventional rehabilitation of mine sites is predicated on the perceived expectation of sparse grazing post-mining. This typically involves flattening the mined landform, topsoiling the surface, and planting pasture grasses, and in some cases has become enshrined in legislation. In Australia's dry climate, grazing is often not a sustainable land use. The aims of the ....Development of Innovative Landform and Closure Designs for Potentially Contaminating Surface Waste Rock Dumps. In Australia, the conventional rehabilitation of mine sites is predicated on the perceived expectation of sparse grazing post-mining. This typically involves flattening the mined landform, topsoiling the surface, and planting pasture grasses, and in some cases has become enshrined in legislation. In Australia's dry climate, grazing is often not a sustainable land use. The aims of the project are to prove that alternative landform design and surface treatment strategies for potentially contaminating surface waste rock dumps are more effective and sustainable than the conventional approach, and through reduced earthworks and the use of waste materials will achieve substantial cost savings.Read moreRead less
Development of a Risk Assessment and Cost-Effectiveness Model for Optimising Geotechnical Roadway Assets. Roadway performance is strongly a function of the topography and foundation conditions through which the roadway passes, dictating the need for cuttings and fills, and approaches to handle problematic foundation conditions. The project aims to develop a risk management model to minimise the geotechnical risks and costs involved in roadway construction and maintenance, and maximise design li ....Development of a Risk Assessment and Cost-Effectiveness Model for Optimising Geotechnical Roadway Assets. Roadway performance is strongly a function of the topography and foundation conditions through which the roadway passes, dictating the need for cuttings and fills, and approaches to handle problematic foundation conditions. The project aims to develop a risk management model to minimise the geotechnical risks and costs involved in roadway construction and maintenance, and maximise design life. In Queensland, the value of roadway geotechnical assets is about $ 7.5 billion, with $ 0.5 billion spent annually adding to and maintaining these assets. The expected outcome of the project is maximising the life of geotechnical roadway assets for the funds available.Read moreRead less