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.
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.
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
Non-isothermal dynamic strain localisation in unsaturated porous media. This project aims to present a more complete and rigorous treatment of theory of strain localisation in unsaturated porous media geo-structures subject to thermal, inertia and large deformation effects in a three dimensional setting. The project will provide an improved understanding and an added confidence in dealing with geotechnical engineering problems involving failure and instability. The outcome of this research will ....Non-isothermal dynamic strain localisation in unsaturated porous media. This project aims to present a more complete and rigorous treatment of theory of strain localisation in unsaturated porous media geo-structures subject to thermal, inertia and large deformation effects in a three dimensional setting. The project will provide an improved understanding and an added confidence in dealing with geotechnical engineering problems involving failure and instability. The outcome of this research will be a fully validated predictive tool in the form of a computational model for quantitative assessment of structural integrity, safety, failure, and consequence of failure of geo-structures such as dams, embankments, tunnels, slopes, and above and under-ground excavations.Read moreRead less
Discovery Early Career Researcher Award - Grant ID: DE160100328
Funder
Australian Research Council
Funding Amount
$350,000.00
Summary
Innovating earthmoving mechanics for next-generation infrastructure. The objective of this project is to develop rigorous, mechanics-based models for ploughing and cutting processes in soils, which lie at the heart of earthmoving operations occurring on an enormous scale within Australia and worldwide. This project intends to integrate state-of-the-art physical modelling with the development of innovative techniques for numerical modelling to elucidate and predict the full unsteady progression o ....Innovating earthmoving mechanics for next-generation infrastructure. The objective of this project is to develop rigorous, mechanics-based models for ploughing and cutting processes in soils, which lie at the heart of earthmoving operations occurring on an enormous scale within Australia and worldwide. This project intends to integrate state-of-the-art physical modelling with the development of innovative techniques for numerical modelling to elucidate and predict the full unsteady progression of forces and deformations in both two-dimensional and three-dimensional processes. This project aims to help to increase the productivity, efficiency, and overall cost-effectiveness of earthmoving operations by advancing the scientific understanding of how soils are moved and shaped.Read moreRead less
Heat transfer and fluid flow in geomaterials: Physics-inspired AI framework. Processes involving fluid flow or heat transfer are of critical importance in engineering applications (e.g., in dams, geothermal systems, oil & gas production). Though largely overlooked, microstructural features control these processes in geomaterials. This project aims to exploit advances in high-resolution 4D imaging to extract essential microstructural information to: 1) identify new parameters that better capture ....Heat transfer and fluid flow in geomaterials: Physics-inspired AI framework. Processes involving fluid flow or heat transfer are of critical importance in engineering applications (e.g., in dams, geothermal systems, oil & gas production). Though largely overlooked, microstructural features control these processes in geomaterials. This project aims to exploit advances in high-resolution 4D imaging to extract essential microstructural information to: 1) identify new parameters that better capture pore and particle properties, connectivities and pathways, and 2) develop advanced predictive analytics tools. This will improve fundamental understanding of the link between microstructure and fluid and heat flows at the engineering scale, and provide predictive tools to reduce risk and costs to industry.Read moreRead less