Framework for a cost-effective geohazard assessment. Framework for a cost-effective geohazard assessment. This project aims to develop and validate a new, robust and cost-effective method for geotechnical hazard assessment of rock slopes. Each year in Australia, millions of dollars are spent on stabilising unstable slopes and mitigation measures to control the associated risk and avoid severe financial impacts. The proposed framework will combine a new qualitative approach for geotechnical hazar ....Framework for a cost-effective geohazard assessment. Framework for a cost-effective geohazard assessment. This project aims to develop and validate a new, robust and cost-effective method for geotechnical hazard assessment of rock slopes. Each year in Australia, millions of dollars are spent on stabilising unstable slopes and mitigation measures to control the associated risk and avoid severe financial impacts. The proposed framework will combine a new qualitative approach for geotechnical hazard assessment with accurate, efficient geo-structural surveys achieved with emerging surveying technologies. Stochastic components of slope geostructural description should minimise the surveying operations. This project is expected to reduce the cost and time of surveying geostructural features of slopes and designing mitigation measures.Read moreRead less
Time-dependent behaviour of precast concrete sandwich panels. This project seeks to improve understanding of the long-term structural behaviour of precast concrete sandwich panels and thus facilitate their use in civil engineering applications. These panels offer many advantages over traditional concrete panels mainly due to their excellent thermal insulation and their use in civil and industrial engineering applications is expanding. Nevertheless, the literature reveals a lack of confidence in ....Time-dependent behaviour of precast concrete sandwich panels. This project seeks to improve understanding of the long-term structural behaviour of precast concrete sandwich panels and thus facilitate their use in civil engineering applications. These panels offer many advantages over traditional concrete panels mainly due to their excellent thermal insulation and their use in civil and industrial engineering applications is expanding. Nevertheless, the literature reveals a lack of confidence in their design due to the absence of reliable numerical models and test data of their long-term structural behaviour. This project aims to provide insight into the nonlinear long-term behaviour of such panels by developing new theoretical models that will be validated by laboratory testing.Read moreRead less
An innovative light weight composite panel system for high speed modular construction. This project aims to develop an innovative composite panel system using aerated geopolymer and a thin high strength steel casing. The new panel system aims to have a number of significant enhancements compared to traditional panels in terms of load resistance, much lower carbon footprint and life-cycle costs. It aims to offer desirable properties, such as being light-weight, easy to construct, economical, recy ....An innovative light weight composite panel system for high speed modular construction. This project aims to develop an innovative composite panel system using aerated geopolymer and a thin high strength steel casing. The new panel system aims to have a number of significant enhancements compared to traditional panels in terms of load resistance, much lower carbon footprint and life-cycle costs. It aims to offer desirable properties, such as being light-weight, easy to construct, economical, recyclable and reusable. A significant gap in knowledge exists in the material and system behaviour of the aerated geopolymer and its fire performance. It is intended that a comprehensive research program will be carried out to address those challenges and to provide design guidelines to rapidly progress these technologies in Australia and overseas.Read moreRead less
Discovery Early Career Researcher Award - Grant ID: DE120101913
Funder
Australian Research Council
Funding Amount
$375,000.00
Summary
Free-forming and function-integrated composite structures for future green building construction. The free expression of structure in space is a constant pursuit for architects while being a complex task for engineers. Fibre-reinforced polymer sandwiches provide an ideal way to address this challenge. This project aims to develop a novel free-forming system using such elements and explore their thermal-energy-light multifunctional integration.
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.
A mix design approach to reduce early-age thermal cracking of concrete. The aim of this project is to determine the fundamental mechanics of early age thermal cracking in mass concrete elements and in members with high cement contents, and to develop a tool to predict early age cracking. Early age thermal cracking in concrete due to heat of hydration and thermal gradients is a major engineering problem and is undesirable for durability and structural performance, as well as aesthetics and projec ....A mix design approach to reduce early-age thermal cracking of concrete. The aim of this project is to determine the fundamental mechanics of early age thermal cracking in mass concrete elements and in members with high cement contents, and to develop a tool to predict early age cracking. Early age thermal cracking in concrete due to heat of hydration and thermal gradients is a major engineering problem and is undesirable for durability and structural performance, as well as aesthetics and project economics. The research outputs include new theories and relationships from which advanced engineering models will be derived that will support improved design and construction of mass concrete elements.Read moreRead less
Linkage Infrastructure, Equipment And Facilities - Grant ID: LE180100101
Funder
Australian Research Council
Funding Amount
$744,697.00
Summary
New generation facility for impact testing. This project aims to develop a new generation, national-impact testing facility to study the impact response of civil and mechanical structures and components. This project expects to seek simultaneous, realistic impact scenarios with very high velocities, which were previously impossible. This will enhance the capability for innovative research on real-time behaviour of components/systems under high amplitude impacts to augment their protection throug ....New generation facility for impact testing. This project aims to develop a new generation, national-impact testing facility to study the impact response of civil and mechanical structures and components. This project expects to seek simultaneous, realistic impact scenarios with very high velocities, which were previously impossible. This will enhance the capability for innovative research on real-time behaviour of components/systems under high amplitude impacts to augment their protection through advanced materials. This project is essential for research on rational design philosophies and effective retrofitting of high-risk buildings, infrastructure and armoured vehicles. Benefits include the saving of lives and property through new knowledge from credible impact testing.Read moreRead less
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
Measuring and modelling the mechanical response of soils incorporating recycled tyres. Civil engineers use backfill to refill excavated areas around new structures. They have found recently that rubber chips and shredded rubber make excellent backfill when combined with a small percentage of cement to make ‘rubber soil’. The widespread use of rubber soil therefore offers a tremendous opportunity to make use of a serious waste product to achieve important engineering outcomes. However, too little ....Measuring and modelling the mechanical response of soils incorporating recycled tyres. Civil engineers use backfill to refill excavated areas around new structures. They have found recently that rubber chips and shredded rubber make excellent backfill when combined with a small percentage of cement to make ‘rubber soil’. The widespread use of rubber soil therefore offers a tremendous opportunity to make use of a serious waste product to achieve important engineering outcomes. However, too little is known about the technology. This project will model the behaviour of rubber soil in order to introduce it as an environmentally sustainable, cost-effective and technically sound choice of geomaterial for both standard and non-standard geotechnical structures.Read moreRead less
Control of cracking caused by early-age contraction of concrete. An extensive program of laboratory testing will be undertaken to quantify the extent of cracking in concrete walls and slabs due to early-age cooling and shrinkage of concrete. Analytical models for quantifying restraint in walls and slabs will be developed, as will methods for the prediction and control of crack widths and crack spacings.