The Development of a Hybrid Energy Simulation Model for Masonry Enclosures. This project aims to develop and validate a hybrid energy simulation model for assessing the thermal performance of masonry enclosures. The model will combine the zonal and computational fluid dynamics modelling techniques into a fully integrated computational tool. Once validated, the proposed model will be employed to evaluate the thermal performance of a wide range of wall designs taking into account the Australian cl ....The Development of a Hybrid Energy Simulation Model for Masonry Enclosures. This project aims to develop and validate a hybrid energy simulation model for assessing the thermal performance of masonry enclosures. The model will combine the zonal and computational fluid dynamics modelling techniques into a fully integrated computational tool. Once validated, the proposed model will be employed to evaluate the thermal performance of a wide range of wall designs taking into account the Australian climatic conditions, construction practices and typical residential developments. The results will be then employed to modify and refine the existing wall designs and develop optimum masonry walling system(s) that are well suited for the Australian climatic conditions.Read moreRead less
Experimental Modelling of Masonry Buildings' Thermal Performance. Mathematical modelling of the thermal performance of buildings has been identified as one of the key technologies necessary for designing energy-efficient buildings. The aim of this project is to develop an experimental model of the thermal response of typical masonry enclosures by establishing relationships between input and output measurements from several full-scale test houses rather than relying on conservation principles. On ....Experimental Modelling of Masonry Buildings' Thermal Performance. Mathematical modelling of the thermal performance of buildings has been identified as one of the key technologies necessary for designing energy-efficient buildings. The aim of this project is to develop an experimental model of the thermal response of typical masonry enclosures by establishing relationships between input and output measurements from several full-scale test houses rather than relying on conservation principles. Once validated, the proposed model will be employed to evaluate the thermal performance of a wide range of walling systems. This should lead to an improved understanding of mechanisms influencing the thermal behaviour of masonry enclosures under Australian climatic conditions.Read moreRead less
Smart Utilisation of Thermal Mass in Masonry Buildings. This study will help determine the effectiveness of a range of novel technologies for smart utilisation of thermal mass in masonry buildings. The ultimate goal is to improve the thermal performance of such constructions. The project focuses on the National Research Priority 3 because of the novel and advanced technological nature of the proposed research. The project has also a significant potential in contributing to the Federal Government ....Smart Utilisation of Thermal Mass in Masonry Buildings. This study will help determine the effectiveness of a range of novel technologies for smart utilisation of thermal mass in masonry buildings. The ultimate goal is to improve the thermal performance of such constructions. The project focuses on the National Research Priority 3 because of the novel and advanced technological nature of the proposed research. The project has also a significant potential in contributing to the Federal Government's effort in the Research Priority 1 because achieving better thermal efficiency in buildings will undoubtedly help to minimise electricity usage leading to a reduction in CO2 emissions.Read moreRead less
The effect of tunelling on existing rock bolts. As more underground facilities such as rail, road, sewerage and service tunnels are constructed in our major cities, more and more frequently new tunnels have to cross over or run alongside existing tunnels. As the roofs of tunnels are generally supported by rock bolts and lined with shotcrete, the support system can be damaged by the rock movements caused by the excavation of the new tunnel. Little research has been carried out on this problem, an ....The effect of tunelling on existing rock bolts. As more underground facilities such as rail, road, sewerage and service tunnels are constructed in our major cities, more and more frequently new tunnels have to cross over or run alongside existing tunnels. As the roofs of tunnels are generally supported by rock bolts and lined with shotcrete, the support system can be damaged by the rock movements caused by the excavation of the new tunnel. Little research has been carried out on this problem, and so often expensive deviations have to be made to tunnels to avoid going near existing ones. The proposed research will provide numerical tools to allow prediction of loads induced into rock bolts by nearby tunnels, leading to more economical and safer tunnel design.
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Enhanced Analysis of Time Dependent Viscous Behaviour of Soft Clay. Often post construction settlements of structures overlying clayey soils have been observed to be more than those predicted, or the predicted rate of settlement is not correct. The main benefit of this research is providing an accurate but simplified approach, which can be used by practicing engineers to predict the post construction settlement of structures in the design phase of construction projects. The community can conside ....Enhanced Analysis of Time Dependent Viscous Behaviour of Soft Clay. Often post construction settlements of structures overlying clayey soils have been observed to be more than those predicted, or the predicted rate of settlement is not correct. The main benefit of this research is providing an accurate but simplified approach, which can be used by practicing engineers to predict the post construction settlement of structures in the design phase of construction projects. The community can considerably benefit from the findings of this project including safer structures, significant reduction in the future maintenance costs and enhancing the performance of bridges, buildings, roads, railways and dams with less cracks and differential settlement.Read moreRead less
Geotechnical and soil-structure interaction properties of soils in Perth CBD. A new underground railway (City Project) will shortly begin construction in Perth CBD. This construction, and its associated high level of monitoring instrumentation, offers a unique opportunity for an extensive and thorough examination of the mechanical properties of Perths soils. The research results emanating from the proposed combination of field monitoring, laboratory investigation and numerical analysis, will gre ....Geotechnical and soil-structure interaction properties of soils in Perth CBD. A new underground railway (City Project) will shortly begin construction in Perth CBD. This construction, and its associated high level of monitoring instrumentation, offers a unique opportunity for an extensive and thorough examination of the mechanical properties of Perths soils. The research results emanating from the proposed combination of field monitoring, laboratory investigation and numerical analysis, will greatly improve the reliability (and hence cost) of future foundation and basement designs in Perth and elsewhere.Read moreRead less
Stabilization of railway subgrade by lime-flyash slurry injection. The rail network in Australia provides a major transport route for commuters as well as transportation of goods. The subgrade of railway track should provide adequate support for the overlying ballast and capping layers. Hence, a poor subgrade always results in track problems associated with uneven track, fouled ballast, and misalignment of the track. This project will investigate in detail the fundamental mechanisms and key para ....Stabilization of railway subgrade by lime-flyash slurry injection. The rail network in Australia provides a major transport route for commuters as well as transportation of goods. The subgrade of railway track should provide adequate support for the overlying ballast and capping layers. Hence, a poor subgrade always results in track problems associated with uneven track, fouled ballast, and misalignment of the track. This project will investigate in detail the fundamental mechanisms and key parameters involved in the improvement of subgrade soil by injecting lime-flyash slurry. This project will develop an improved design procedure for lime-flyash slurry injection in the field based on experimental and numerical modelling.Read moreRead less
Numerical prediction of train and vehicle induced ground vibrations and their effects on structures. This project will develop an innovative new method based on coupled finite element and scaled boundary finite-element analysis for predicting the ground vibrations induced by road traffic and underground or surface trains. The method will have immediate application in transportation engineering to predict traffic-induced ground vibrations, in geotechnical engineering to design isolation trenches ....Numerical prediction of train and vehicle induced ground vibrations and their effects on structures. This project will develop an innovative new method based on coupled finite element and scaled boundary finite-element analysis for predicting the ground vibrations induced by road traffic and underground or surface trains. The method will have immediate application in transportation engineering to predict traffic-induced ground vibrations, in geotechnical engineering to design isolation trenches and wave barriers to dissipate wave propagation, and in structural engineering to estimate in-structure vibration level and design isolators for sensitive equipment housed within. The technique will involve fundamental advances in the scaled boundary finite-element method, as calculations will be performed in a moving reference frame.Read moreRead less
Time-dependent dynamic, creep and shrinkage response of curved structural members. This project concerns curved structural members, such as bridge beams, that are subjected to dynamic excitation and to concrete shrinkage and creep. Hitherto, unified formulations for the structural behaviour of these members have not been properly developed. The proposal seeks to build on a previous ARC DP of the investigator that produces significant results for static loading, by developing a sophisticated meth ....Time-dependent dynamic, creep and shrinkage response of curved structural members. This project concerns curved structural members, such as bridge beams, that are subjected to dynamic excitation and to concrete shrinkage and creep. Hitherto, unified formulations for the structural behaviour of these members have not been properly developed. The proposal seeks to build on a previous ARC DP of the investigator that produces significant results for static loading, by developing a sophisticated methodology to handle non-static dynamic loading and for shrinkage and creep. It will develop advanced mathematical tools to enable the safe and efficient design of a multiplicity of structures that is of benefit to on and offshore Australian technology.Read moreRead less
Future Proofing Transportation Infrastructure Assets. This project seeks to develop a model to predict construction project overruns. Transportation infrastructure assets are prone to cost and schedule overruns during their construction, which have negative impacts on asset owners and users. This project aims to develop a systemic model that can be used to determine the causal nature of cost and schedule overruns and their probability of occurrence. By enabling the predication of overruns, the p ....Future Proofing Transportation Infrastructure Assets. This project seeks to develop a model to predict construction project overruns. Transportation infrastructure assets are prone to cost and schedule overruns during their construction, which have negative impacts on asset owners and users. This project aims to develop a systemic model that can be used to determine the causal nature of cost and schedule overruns and their probability of occurrence. By enabling the predication of overruns, the project aims to ensure that the public and private sector are able to put in place mitigation strategies to reduce the impact of the economic and productivity issues that arise due to overruns.Read moreRead less