Shallow foundations in unsaturated soils: mechanistic design through numerical modelling, analysis and experimental investigation. This project will close the knowledge gap of how shallow foundations perform in variably saturated soils. It will integrate expertise in unsaturated soil mechanics, theory of elasto-plasticity, numerical modelling, limit analysis and experimental investigation. It will achieve a rigorous understanding of footings founded on unsaturated soils subjected to monotonic lo ....Shallow foundations in unsaturated soils: mechanistic design through numerical modelling, analysis and experimental investigation. This project will close the knowledge gap of how shallow foundations perform in variably saturated soils. It will integrate expertise in unsaturated soil mechanics, theory of elasto-plasticity, numerical modelling, limit analysis and experimental investigation. It will achieve a rigorous understanding of footings founded on unsaturated soils subjected to monotonic loading using a recently developed experimental testing facility, and analyses using finite elements, the method of characteristics and zero extension line theory. Impact and adoption in industry will be direct through world first design tools which incorporate the influence of suction on bearing capacity, settlement and safety.Read moreRead less
A 21st century laboratory testing device for geotechnical engineering. This project aims to use advanced image analysis and cloud computing technologies to replace manual, time-consuming and subjective geotechnical engineering practices with a rapid, automated, and more rational approach. A new geo-materials testing system based on the existing triaxial apparatus will be developed that employs three-dimensional image capture hardware and advanced image analysis techniques. The data measured over ....A 21st century laboratory testing device for geotechnical engineering. This project aims to use advanced image analysis and cloud computing technologies to replace manual, time-consuming and subjective geotechnical engineering practices with a rapid, automated, and more rational approach. A new geo-materials testing system based on the existing triaxial apparatus will be developed that employs three-dimensional image capture hardware and advanced image analysis techniques. The data measured over the entire sample surface will feed into an automated, intelligent parameter selection procedure combining finite element analysis with numerical optimisation techniques. Application of the proposal’s findings will allow more accurate and efficient engineering design of transport and energy infrastructure that supports modern economies.Read moreRead less
Linkage Infrastructure, Equipment And Facilities - Grant ID: LE150100130
Funder
Australian Research Council
Funding Amount
$320,000.00
Summary
An earthquake shaking table to investigate soil-structure interactions. An earthquake shaking table to investigate soil-structure interactions: This project aims to develop Australia's most advanced earthquake shaking table. Earthquakes are a problem of great significance to Australia. Infrastructure in civil, transport, mining and energy sectors may be at an unacceptable risk of damage under earthquake loading as current design practices do not account for the interaction between infrastructure ....An earthquake shaking table to investigate soil-structure interactions. An earthquake shaking table to investigate soil-structure interactions: This project aims to develop Australia's most advanced earthquake shaking table. Earthquakes are a problem of great significance to Australia. Infrastructure in civil, transport, mining and energy sectors may be at an unacceptable risk of damage under earthquake loading as current design practices do not account for the interaction between infrastructure and the ground under such loading. The shaking table will simulate earthquakes and enable controlled testing of three-tonne models of foundation and soil-structure interaction systems typical of Australia's infrastructure. The discoveries made are expected to be integral to the modernisation of Australia's seismic design standards so that earthquake-induced damage and risk exposure can be minimised.Read moreRead less
Advancing laterally loaded pile analysis. This project will replace out-of-date solution techniques for the design of pile foundations subjected to wind, waves and other horizontally applied forces and, in so doing, lead to more efficient designs of the foundations for structures such as elevated highways, tall buildings, bridges, jetties, towers, wind turbines and offshore platforms.
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
Discovery Early Career Researcher Award - Grant ID: DE130101342
Funder
Australian Research Council
Funding Amount
$361,000.00
Summary
Coupled thermo-hydro-mechanical behaviour of unsaturated soils and its modelling. This project will study the fundamental behaviour of natural soils under varying environmental conditions such as suction, moisture, temperature and loading conditions. The outcomes of the work will improve infrastructure design methods and reduce damage costs associated with natural soils.
Foundation systems for reactive soils using scarification and screw piles. This project will investigate the use of soil scarification, in combination with screw piles, as a reliable option for light-weight foundations on damaging reactive (expansive) clay soils. It will validate an innovative foundation alternative that will result in significant cost savings for residential foundations on reactive soil.
Australian Laureate Fellowships - Grant ID: FL130100059
Funder
Australian Research Council
Funding Amount
$3,204,762.00
Summary
New Frontiers in offshore geotechnics: securing Australia's energy future. Offshore gas lies at the heart of Australia's prosperity, with $120 billion of infrastructure under construction, however its future requires new technology to safely build offshore foundations in our weak and problematic soils. This project will provide engineers with science-based tools to unlock the natural gas 'stranded' in our deep oceans.
Sustainable planting of trees in suburban environments on shrinkable clays. Sustainable planting of trees in suburban environments on shrinkable clays. This project aims to develop a rational and reliable model to reduce the risk of damage to structures and increase tree plantings in suburban environments. Trees are vital to urban environmental sustainability, but local government, house-owners, engineers and the building industry are concerned about building damage and settlement from tree root ....Sustainable planting of trees in suburban environments on shrinkable clays. Sustainable planting of trees in suburban environments on shrinkable clays. This project aims to develop a rational and reliable model to reduce the risk of damage to structures and increase tree plantings in suburban environments. Trees are vital to urban environmental sustainability, but local government, house-owners, engineers and the building industry are concerned about building damage and settlement from tree root drying. If tree water needs and patterns of moisture extraction were predictable, house footings could be designed reliably. This research will provide such understanding through field experiments on suburban sites with trees, investigating damaged structures and numerical modelling. An anticipated outcome of this research is to develop a rational and reliable model to reduce the risk of damage to structures and increase tree plantings in suburban environments. Guidelines for both footing designers and local government.Read moreRead less
Braced batter micropile group: New design theory and performance framework. Braced batter micropile group: New design theory and performance framework. This project aims to research the design and performance of innovative biomimetic braced battered micropile group footings. This project will test Surefoot, the new concrete free footing, in the laboratory, in the field, and through numerical and analytical modelling. Surefoot’s mechanisms of action are poorly understood but clearly more complex ....Braced batter micropile group: New design theory and performance framework. Braced batter micropile group: New design theory and performance framework. This project aims to research the design and performance of innovative biomimetic braced battered micropile group footings. This project will test Surefoot, the new concrete free footing, in the laboratory, in the field, and through numerical and analytical modelling. Surefoot’s mechanisms of action are poorly understood but clearly more complex than current micropile theory; this project will research the mechanism of load transfer from micropiles to the soil and soil response.Read moreRead less