Reducing the Risk of Foundation Failures by Improving the Effectiveness of Geotechnical Investigations. Inadequate geotechnical site investigation is the major factor in construction overruns and delays. In some instances failure may occur. Alternatively, such investigation may result in over-designed foundations. This research will examine these issues through sites, based on numerical simulations of variable soil conditions and investigations. Case studies will be used to verify the modelling. ....Reducing the Risk of Foundation Failures by Improving the Effectiveness of Geotechnical Investigations. Inadequate geotechnical site investigation is the major factor in construction overruns and delays. In some instances failure may occur. Alternatively, such investigation may result in over-designed foundations. This research will examine these issues through sites, based on numerical simulations of variable soil conditions and investigations. Case studies will be used to verify the modelling. A practical framework for planning and implementing geotechnical investigations, based on the variability of the soil profile will be developed. A key aspect of this framework is that, for the first time, site investigations will be linked to risk of foundation failure and cost of overdesign.Read moreRead less
Influence of tunnelling on pile foundations. The effects of tunnel construction on the behaviour of existing pile foundations will be investigated. In particular, models will be developed to predict the influence of tunnel excavation on the bearing capacity, average settlement, differential settlement and tilt of pile groups and the loads and bending moments induced in the piles of the group and the pile cap. These models will allow rational assessment of the effects on buildings undermined by ....Influence of tunnelling on pile foundations. The effects of tunnel construction on the behaviour of existing pile foundations will be investigated. In particular, models will be developed to predict the influence of tunnel excavation on the bearing capacity, average settlement, differential settlement and tilt of pile groups and the loads and bending moments induced in the piles of the group and the pile cap. These models will allow rational assessment of the effects on buildings undermined by tunnels. This work is significant and timely because of the growing trend to place transport infrastructure underground in many cities of the world.Read moreRead less
Fibre reinforced polymer retrofitting of reinforced concrete flexural members. A cost-effective and durable technique for retrofitting reinforced concrete beams and slabs is to adhesively bond new advanced fibre reinforced polymer (FRP) composites to their surfaces. The potential plating market in Australia for bridges is $350 million, however, the technique can also be applied to strengthening other structures such as buildings. Tests have shown that FRP plates or sheets can debond prematurely, ....Fibre reinforced polymer retrofitting of reinforced concrete flexural members. A cost-effective and durable technique for retrofitting reinforced concrete beams and slabs is to adhesively bond new advanced fibre reinforced polymer (FRP) composites to their surfaces. The potential plating market in Australia for bridges is $350 million, however, the technique can also be applied to strengthening other structures such as buildings. Tests have shown that FRP plates or sheets can debond prematurely, which at present severely limits the application. The aim of this research project is to quantify the debonding mechanisms, strengths and ductilities of adhesively bonded FRP plated beams to provide design rules that can be used in practice.Read moreRead less
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.Read moreRead less
Limit and shakedown analyses allowing for geometric effects and physical instability. The accurate safety assessment of structures is a fundamental requirement for their safe and cost effective design and management. In this respect, understanding the implications of geometric effects and physical instability on the failure behaviour of structures is a vital and challenging one. This project aims at achieving this by developing innovative approaches in which the classical, so-called, limit and s ....Limit and shakedown analyses allowing for geometric effects and physical instability. The accurate safety assessment of structures is a fundamental requirement for their safe and cost effective design and management. In this respect, understanding the implications of geometric effects and physical instability on the failure behaviour of structures is a vital and challenging one. This project aims at achieving this by developing innovative approaches in which the classical, so-called, limit and shakedown, analyses are extended to incorporate these effects. The project will result in a significant advance in Australia's capability for enhanced diagnosis of its aging infrastructure and potentially also, through this newly developed computational ability, for the rapid transition of new materials to emerging technologies.Read moreRead less
Utilising the benefits of high performance steels (HPS) and infill materials for critical infrastructure protection (CIP) against extreme loads. This project will provide an improved understanding of the behaviour of structural elements subjected to impact and blast loads. The structural engineering community will benefit from the state of the art knowledge whilst the general community will benefit from the increased safety of critical infrastructure which will provide greater security against ....Utilising the benefits of high performance steels (HPS) and infill materials for critical infrastructure protection (CIP) against extreme loads. This project will provide an improved understanding of the behaviour of structural elements subjected to impact and blast loads. The structural engineering community will benefit from the state of the art knowledge whilst the general community will benefit from the increased safety of critical infrastructure which will provide greater security against physical and financial losses. This project extends on work conducted by the first Chief and Partner Investigator in a completed ARC Discovery Project. It is also directly related to research being carried out by the Second Chief Investigator as part of the ARC, Research Network for a Secure Australia.Read moreRead less
Efficient reinforced concrete design using linear elastic finite element analysis. It is expected that this project will bring about changes in the design practice for reinforced concrete structures, particularly those of complex geometry, which will enhance the competitiveness of the Australian design community. Through reduction of the overuse of concrete often present in current conservative design procedures for such structures, the project will lead to a reduction in the impact of reinforce ....Efficient reinforced concrete design using linear elastic finite element analysis. It is expected that this project will bring about changes in the design practice for reinforced concrete structures, particularly those of complex geometry, which will enhance the competitiveness of the Australian design community. Through reduction of the overuse of concrete often present in current conservative design procedures for such structures, the project will lead to a reduction in the impact of reinforced concrete construction on the environment and contribute to sustainable engineering practise.Read moreRead less
Ageing of pile shaft friction in sand. Piles driven in sand are very commonly used to support structures in Australia. Their design, however, is based on pile capacities measured shortly after installation - even though capacities are observed to increase significantly with time. This proposal seeks to develop a methodology through which the effects of time can be incorporated in design and hence lead to cheaper foundation solutions.
Numerical Modelling of Strain Localization in Reinforced Concrete and Its Application to Prediction of Crack Spacing and Crack Width. Cracking of concrete has a major influence on structural performance. Prediction of crack spacing and crack widths is essential for serviceability considerations of reinforced concrete. The available formulas to evaluate crack widths are approximate and give a wide scatter of predicted values. The project aims to provide a new numerical methodology that will (fina ....Numerical Modelling of Strain Localization in Reinforced Concrete and Its Application to Prediction of Crack Spacing and Crack Width. Cracking of concrete has a major influence on structural performance. Prediction of crack spacing and crack widths is essential for serviceability considerations of reinforced concrete. The available formulas to evaluate crack widths are approximate and give a wide scatter of predicted values. The project aims to provide a new numerical methodology that will (finally) predict crack spacing correctly. The expected outcomes include a numerical analysis model and a set of algorithms to predict crack widths. This will markedly improve the understanding of the mechanism of crack spacing and provide a better prediction of crack spacing and crack widths.Read moreRead less
Unified theory for the behaviour and design of composite steel-concrete beams subjected to generalised loading and support conditions. Steel framed construction for bridges, buildings and stadia is considered to provide a more elegant form of construction which often results in a minimum weight solution and can be linked with reconstructability and sustainability. This project, which provides for an improved understanding of steel framed construction, will result in the community being provided ....Unified theory for the behaviour and design of composite steel-concrete beams subjected to generalised loading and support conditions. Steel framed construction for bridges, buildings and stadia is considered to provide a more elegant form of construction which often results in a minimum weight solution and can be linked with reconstructability and sustainability. This project, which provides for an improved understanding of steel framed construction, will result in the community being provided with more efficient structural forms. From a technical perspective a greater understanding of steel framed construction will provide the structural engineering community with greater choice in their design process. This will often allow for the most effective solution in terms of aesthetics, constructability, cost and sustainability.Read moreRead less