Long term stabilisation of expansive soils by polymer addition. Expansive soils can cause serious damage to infrastructure. The project aims to study the feasibility of reducing the long term swelling potential of expansive soils by polymer addition. The project involves advanced experimental testing to identify suitable candidates amongst different polymers and to test their long term performance.
Mechanics of partially saturated soils and Its applications. The project aims to study the fundamental behaviour of Australian natural soils under varying water contents and loading conditions. Some immediate applications include the design of foundations on reactive soils and the analysis of rainfall-induced landslides. In both cases, the aim is to improve the design method and hence reduce the damage cost.
A multi-scale approach to investigate desiccation cracking in clayey soils. The project plans to develop a model of the mechanism of drying shrinkage and associated cracking in soils. Soil desiccation cracking can adversely affect the stability and performance of many vital geo-infrastructures. For example, desiccation cracks have contributed to dam and slope failures incurring significant damages. Our understanding of the mechanism of drying shrinkage cracking and ways to control or avoid such ....A multi-scale approach to investigate desiccation cracking in clayey soils. The project plans to develop a model of the mechanism of drying shrinkage and associated cracking in soils. Soil desiccation cracking can adversely affect the stability and performance of many vital geo-infrastructures. For example, desiccation cracks have contributed to dam and slope failures incurring significant damages. Our understanding of the mechanism of drying shrinkage cracking and ways to control or avoid such cracking in soils is not yet fully developed. This project aims to advance knowledge of the nature of crack initiation and propagation in clayey soils induced by moisture evaporation, through the use of advanced experimental and modelling techniques. Outcomes are expected to lead to new continuum models for reliable prediction of soil desiccation cracking.Read moreRead less
Large-scale geotechnical analysis of new and aged pipeline infrastructure. This project aims to develop novel computational methods for predicting failure rates in geographically distributed pipeline networks affected by ground movements, one of the main triggers of bursts and leakages in buried pipe infrastructure. The project will be based on a blend of experimental work and development of simulation tools to quantify the coupled effects of pipe deterioration, poor backfilling and ground movem ....Large-scale geotechnical analysis of new and aged pipeline infrastructure. This project aims to develop novel computational methods for predicting failure rates in geographically distributed pipeline networks affected by ground movements, one of the main triggers of bursts and leakages in buried pipe infrastructure. The project will be based on a blend of experimental work and development of simulation tools to quantify the coupled effects of pipe deterioration, poor backfilling and ground movements in aged and new pipelines. The results will feed towards the formulation of a framework for the large-scale stress analysis of segmented and continuous pipes, capable of using as input high-resolution geospatial observations and predictions of ground movements.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
Solving the scale effect for rock discontinuities. This project aims to create a ground breaking approach for the scale-free prediction of shear strength of large in-situ rock discontinuities. Failure of rock slopes or rock cliffs can have disastrous consequences for human life, infrastructure and the economy. The stability of a fractured rock mass is controlled by the presence and characteristics of discontinuities, and any rigorous stability assessment requires quantification of discontinuity ....Solving the scale effect for rock discontinuities. This project aims to create a ground breaking approach for the scale-free prediction of shear strength of large in-situ rock discontinuities. Failure of rock slopes or rock cliffs can have disastrous consequences for human life, infrastructure and the economy. The stability of a fractured rock mass is controlled by the presence and characteristics of discontinuities, and any rigorous stability assessment requires quantification of discontinuity shear strength. The issue of rock instability affects both the civil and mining sectors. Developing a design methodology that addresses the scale effect for rock slope stability will provide safer civil environments and will allow the optimisation of resource extraction. This project will have significant economical and societal benefits which will apply not only to Australia but also internationally.Read moreRead less
Hydraulic erosion of granular structures: experiments and computational simulations. Erosion due to hydraulic forces causes vast damage to infrastructure and buildings in Australia and overseas. The project aims to improve the predictability and controllability of flooding related disasters caused by erosion. The project involves experiments as well as cutting edge computer simulations.
Quantitative risk assessment of unsaturated soil slopes. This project aims to develop a novel quantitative risk assessment tool for slope failures or landslides by integrating cutting-edge methods in statistics, unsaturated soil mechanics and large deformation mechanics. The project will quantify various uncertainties in risk analysis of a landslide, rationally estimate its consequences, and improve understanding of its failure mechanisms. Expected outcomes include a reduction of societal and ec ....Quantitative risk assessment of unsaturated soil slopes. This project aims to develop a novel quantitative risk assessment tool for slope failures or landslides by integrating cutting-edge methods in statistics, unsaturated soil mechanics and large deformation mechanics. The project will quantify various uncertainties in risk analysis of a landslide, rationally estimate its consequences, and improve understanding of its failure mechanisms. Expected outcomes include a reduction of societal and economic costs due to landslides, achieved through better engineering guidelines and government regulations for landslide risk management.Read moreRead less
Liquefaction of silty soils: Micromechanics, modelling and prediction. The project aims to develop a numerical approach to understand liquefaction in silty soils. Liquefaction of silty soils in submarine landslides, mine tailings dam failures and cargo liquefaction in vessels carrying iron/nickel ores can cause property loss and be fatal. This project will bridge the behaviours across the scales and deliver constitutive models that possess grain scale mechanisms for better prediction of liquefac ....Liquefaction of silty soils: Micromechanics, modelling and prediction. The project aims to develop a numerical approach to understand liquefaction in silty soils. Liquefaction of silty soils in submarine landslides, mine tailings dam failures and cargo liquefaction in vessels carrying iron/nickel ores can cause property loss and be fatal. This project will bridge the behaviours across the scales and deliver constitutive models that possess grain scale mechanisms for better prediction of liquefaction induced failure at the large scales. The expected outcomes are liquefaction criteria for silty soils with different silt contents and numerical tools to predict the onset of liquefaction and flow of liquefied soils.Read moreRead less
Enhanced Prediction of Landfill Gas Emissions Through Geosynthetic Systems. Landfill gas represents an opportunity for electricity generation and carbon abatement: it need not be managed solely for environmental, health or safety risk reasons. However, our ability to predict gas collection and fugitive emissions from landfills capped with geosynthetics liners, in consideration of the myriad of factors that control these processes, is imperfect. Building on recent advances in unsaturated soil mec ....Enhanced Prediction of Landfill Gas Emissions Through Geosynthetic Systems. Landfill gas represents an opportunity for electricity generation and carbon abatement: it need not be managed solely for environmental, health or safety risk reasons. However, our ability to predict gas collection and fugitive emissions from landfills capped with geosynthetics liners, in consideration of the myriad of factors that control these processes, is imperfect. Building on recent advances in unsaturated soil mechanics, this project aims to conduct cutting-edge experimental and theoretical research to develop an experimentally-validated theory of gas migration through geosynthetics systems that is expected to lead to major improvement in performance and provide integrated design tools which are much needed but not currently availableRead moreRead less