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Australian State/Territory : QLD
Field of Research : Geotechnical Engineering
Socio-Economic Objective : Civil
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Geotechnical Engineering (4)
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  • Funded Activity

    Linkage Projects - Grant ID: LP0667936

    Funder
    Australian Research Council
    Funding Amount
    $720,238.00
    Summary
    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.
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    Funded Activity

    Linkage Projects - Grant ID: LP0989164

    Funder
    Australian Research Council
    Funding Amount
    $78,420.00
    Summary
    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.
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    Funded Activity

    Discovery Projects - Grant ID: DP0209027

    Funder
    Australian Research Council
    Funding Amount
    $238,000.00
    Summary
    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.
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    Funded Activity

    Linkage Projects - Grant ID: LP0212910

    Funder
    Australian Research Council
    Funding Amount
    $131,000.00
    Summary
    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.
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    Showing 1-4 of 4 Funded Activites

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