Microplastics in Landfills and Surrounding Environments. This project aims to build a risk-based framework for managing micro- and nano-plastic particles in landfills and surrounding environments. It expects to develop a new experimentally validated theory of micro/nano-plastic transport in soils, focussing on lining systems used in landfills worldwide to protect aquifers from contamination. The project will use state-of-the-art experimental, theoretical and computational approaches to generate ....Microplastics in Landfills and Surrounding Environments. This project aims to build a risk-based framework for managing micro- and nano-plastic particles in landfills and surrounding environments. It expects to develop a new experimentally validated theory of micro/nano-plastic transport in soils, focussing on lining systems used in landfills worldwide to protect aquifers from contamination. The project will use state-of-the-art experimental, theoretical and computational approaches to generate new knowledge on micro/nano-plastic fate in lining systems and their effects on the mobility of heavy metals and organic pollutants. This should provide significant benefits including safe plastic containment and groundwater protection from landfill waste, a major reservoir of plastic in the environment.Read moreRead less
Accurate Prediction of Safe Life of Buried Pipelines. Failures of buried pipes are disastrous, causing severe consequences and disruptions. They often reoccur because the fundamental cause-effect relation for pipe failures has not been fully understood and hence the safe life of pipelines cannot be reliably predicted. The aim of this research is to develop a new theory to predict pipe failures, based on a fundamental analysis of pipe behaviour and failure mechanisms and a reliability approach. T ....Accurate Prediction of Safe Life of Buried Pipelines. Failures of buried pipes are disastrous, causing severe consequences and disruptions. They often reoccur because the fundamental cause-effect relation for pipe failures has not been fully understood and hence the safe life of pipelines cannot be reliably predicted. The aim of this research is to develop a new theory to predict pipe failures, based on a fundamental analysis of pipe behaviour and failure mechanisms and a reliability approach. The outcomes will be a suite of models and solutions that will advance knowledge in deterioration science and failure theory. They will provide a sustainable solution to the intelligent management of buried pipelines throughout the world.Read moreRead less
preventing reoccurrence of catastrophic failures of stormwater pipelines. This project aims to develop a technique to accurately predict the remaining safe life of deteriorated buried stormwater pipelines, thereby preventing their catastrophic failure. The research also aims to advance knowledge in deterioration science of reinforced concrete and failure theory of buried pipes. The outcomes are anticipated to be a suite of rational, practical and validated models for pipe deterioration as measur ....preventing reoccurrence of catastrophic failures of stormwater pipelines. This project aims to develop a technique to accurately predict the remaining safe life of deteriorated buried stormwater pipelines, thereby preventing their catastrophic failure. The research also aims to advance knowledge in deterioration science of reinforced concrete and failure theory of buried pipes. The outcomes are anticipated to be a suite of rational, practical and validated models for pipe deterioration as measured by crack growth and residual strength which are integrated in a time-dependent reliability method and coded as a computer program ready for take-up by end-users. Preventing catastrophic failures of buried pipes should deliver economic, environmental and social benefits.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
Experimental investigation and constitutive modelling of reactive soils. This project aims to develop the fundamental knowledge, a mechanical framework and practical engineering design tools needed to minimise the effects of reactive soils on infrastructure. Reactive soils undergo significant swelling and weakening upon wetting or intrusion by salt-rich groundwater and shrinkage upon drying. This can result in damage to buildings and infrastructure beyond a state of repair. This project will dev ....Experimental investigation and constitutive modelling of reactive soils. This project aims to develop the fundamental knowledge, a mechanical framework and practical engineering design tools needed to minimise the effects of reactive soils on infrastructure. Reactive soils undergo significant swelling and weakening upon wetting or intrusion by salt-rich groundwater and shrinkage upon drying. This can result in damage to buildings and infrastructure beyond a state of repair. This project will develop tools, models and theories to detect weaknesses in the design of infrastructure and its foundations built on problematic reactive soils, assess the impact and implement effective remedial measures to improve performance. The project is expected to increase efficiency through improved design and reduced damage, and save infrastructure owners, government and private, tens of millions of dollars each year.Read moreRead less
Dynamics analysis of unsaturated porous media subject to damage due to cracking. This project relates to rigorous analysis of dynamic response in unsaturated soils. It will lead to cost savings in many geotechnical engineering practices as it will provide a better understanding of the behaviour of unsaturated soils to dynamic loading and a greater confidence in the prediction of the performance of earth-structures.
Novel wave energy foundation solutions to survive extreme loads. This project aims to develop an economic and efficient anchoring system for taut-moored wave energy converters to enable us to exploit sustainable wave energy resources. Australia’s potential near-shore wave energy resource is four times larger than the current total capacity of our installed power generation. But the development of ocean wave energy is presently hampered by expensive, traditional anchoring systems. Using better es ....Novel wave energy foundation solutions to survive extreme loads. This project aims to develop an economic and efficient anchoring system for taut-moored wave energy converters to enable us to exploit sustainable wave energy resources. Australia’s potential near-shore wave energy resource is four times larger than the current total capacity of our installed power generation. But the development of ocean wave energy is presently hampered by expensive, traditional anchoring systems. Using better estimation of extreme loads, the project will use multidisciplinary approaches to investigate unique anchoring concepts with the aim of developing novel strategies to avoid the most extreme loads and enabling optimum anchor design. The outcomes of the project are intended to help to deliver economically viable wave energy projects.Read moreRead less
Modelling creep and time-dependency in unsaturated soils. This project aims to present the most complete and rigorous modelling framework for creep and time-dependent behaviour of unsaturated soils in infrastructure. The project will address previously neglected aspects of soil behaviour, such as gradual changes in physical properties with time and strain-rate dependency. The project is expected to enable better predictions of infrastructure performance, improve confidence in design, and avoid u ....Modelling creep and time-dependency in unsaturated soils. This project aims to present the most complete and rigorous modelling framework for creep and time-dependent behaviour of unsaturated soils in infrastructure. The project will address previously neglected aspects of soil behaviour, such as gradual changes in physical properties with time and strain-rate dependency. The project is expected to enable better predictions of infrastructure performance, improve confidence in design, and avoid unwarranted over-design and the considerable cost this imposes. The project will provide a fully validated predictive computational modelling tool for quantitative assessment of long-term performance and stability of infrastructure such as dams, embankments, tunnels, slopes, buildings and foundations.Read moreRead less
Discovery Early Career Researcher Award - Grant ID: DE170100119
Funder
Australian Research Council
Funding Amount
$360,000.00
Summary
Unlocking the changing strength of fine-grained soils in numerical analyses. This project aims to numerically simulate strain-softening-hardening in fine-grained soils. Fine-grained soils soften during deformation and harden as excess pore pressures dissipate. Models exist that allow strain-softening and hardening in finite element simulations, but suffer from mesh-dependency. Regularisation methods can alleviate mesh-dependency, but an appropriate characteristic length for the regularisation is ....Unlocking the changing strength of fine-grained soils in numerical analyses. This project aims to numerically simulate strain-softening-hardening in fine-grained soils. Fine-grained soils soften during deformation and harden as excess pore pressures dissipate. Models exist that allow strain-softening and hardening in finite element simulations, but suffer from mesh-dependency. Regularisation methods can alleviate mesh-dependency, but an appropriate characteristic length for the regularisation is needed and difficult to determine. This project will use image-based soil deformation measurement and aspects of the finite element method to determine appropriate regularisation techniques, characteristic lengths and constitutive relations. Reliably modelling strain-softening and hardening in finite element simulations is expected to reduce uncertainty in design and make civil infrastructure cheaper.Read moreRead less
Erosion processes in soils across scales. This project aims to develop a monitoring tool for predicting the evolution of internal erosion in dams based on innovative electromagnetic observation methods. Internal erosion is an insidious process occurring in the obscurity of the soil’s pore system until its consequences become visible and threaten the stability of the dams. These water retaining structures are vital for the future water and energy supply for our society and their failure can be ca ....Erosion processes in soils across scales. This project aims to develop a monitoring tool for predicting the evolution of internal erosion in dams based on innovative electromagnetic observation methods. Internal erosion is an insidious process occurring in the obscurity of the soil’s pore system until its consequences become visible and threaten the stability of the dams. These water retaining structures are vital for the future water and energy supply for our society and their failure can be catastrophic. By establishing an improved understanding of internal erosion as a sequence of processes on various scales, from the onset of erosion until the failure of the structure, this project will place Australia at the forefront of dam safety assessment.Read moreRead less