The Influence of Cement Type, Age and Curing Conditions on the Flexural Capacity of Masonry Walls. The use of cements containing waste products such as fly ash and blast surface slag has increased markedly. This has desirable environmental and economic consequences, but the influence of these cements on the bond strength of masonry constructed from mortars containing these cements is unknown and in urgent need of clarification. This investigation studies this effect as well as the influence of ....The Influence of Cement Type, Age and Curing Conditions on the Flexural Capacity of Masonry Walls. The use of cements containing waste products such as fly ash and blast surface slag has increased markedly. This has desirable environmental and economic consequences, but the influence of these cements on the bond strength of masonry constructed from mortars containing these cements is unknown and in urgent need of clarification. This investigation studies this effect as well as the influence of age and curing conditions on masonry flexural strength at both a fundamental and applied level, thus allowing the impact of the use of mortars containing these cements on actual building performance to be assessed.Read moreRead less
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
Miniature triaxial tests to investigate effects of pore fluid salt concentration on the mechanics of clays. Mitigating the land degradation caused by salinity is a national priority. In the urban environment salinity and the associated waterlogging have the potential to seriously degrade infrastructure and domestic housing. Currently the effects of salinity on the mechanical response of the ground are not well understood and there is a paucity of engineering models capable of predicting ground b ....Miniature triaxial tests to investigate effects of pore fluid salt concentration on the mechanics of clays. Mitigating the land degradation caused by salinity is a national priority. In the urban environment salinity and the associated waterlogging have the potential to seriously degrade infrastructure and domestic housing. Currently the effects of salinity on the mechanical response of the ground are not well understood and there is a paucity of engineering models capable of predicting ground behaviour. This project aims to address this situation by providing new knowledge and understanding of how changes in salt concentration affect the soil, and by developing models capable of predicting the observed behaviour. This will assist in the development of rational approaches to mitigate the effects of salinity.Read moreRead less
Erosion of variably saturated soils - a fundamental investigation. Soil erosion is a serious problem in Australia and internationally. Each year 75 billion tones of soil are removed due to erosion causing siltation and reduced storage capacity of reservoirs (and in some cases dam failures), while reducing agriculture productivity. Also, the internal erosion of dams has historically resulted in about 1 in 200 dams failing. This project will develop a framework for understanding the initiation, pr ....Erosion of variably saturated soils - a fundamental investigation. Soil erosion is a serious problem in Australia and internationally. Each year 75 billion tones of soil are removed due to erosion causing siltation and reduced storage capacity of reservoirs (and in some cases dam failures), while reducing agriculture productivity. Also, the internal erosion of dams has historically resulted in about 1 in 200 dams failing. This project will develop a framework for understanding the initiation, progression and rate of erosion of soils including previously overlooked parameters. It will significantly advance the ability to manage and predict soil erosion. Engineers, land management authorities and dam owners will benefit directly through the development of new experimental and predictive tools.Read moreRead less
Mechanics of dynamic loading and rapid penetration of soils. The project will produce improved understanding and new numerical tools that will permit cost effective simulation and modelling of rapid penetration of objects into the ground, and of the compaction processes used on the majority of construction sites. The free fall penetrometer will be developed to enable soil strength to be determined at remote sites, e.g. ocean seabed, jungles, swamps. The project will also assist in the selection ....Mechanics of dynamic loading and rapid penetration of soils. The project will produce improved understanding and new numerical tools that will permit cost effective simulation and modelling of rapid penetration of objects into the ground, and of the compaction processes used on the majority of construction sites. The free fall penetrometer will be developed to enable soil strength to be determined at remote sites, e.g. ocean seabed, jungles, swamps. The project will also assist in the selection of compaction equipment and procedures.Read moreRead less
The mechanics of healing and self-healing in clayey soils. This project aims to develop an experimentally-validated theory of healing and self-healing in clay and determine clay-polymer mixtures that heal cracks and fissures in clay. Healing of fissures will improve strength and reduce hydraulic conductivity, which will reduce risks associated with construction on fissured clay and make clay barrier systems in dehydrating environments more reliable. The project’s observations of crack healing ar ....The mechanics of healing and self-healing in clayey soils. This project aims to develop an experimentally-validated theory of healing and self-healing in clay and determine clay-polymer mixtures that heal cracks and fissures in clay. Healing of fissures will improve strength and reduce hydraulic conductivity, which will reduce risks associated with construction on fissured clay and make clay barrier systems in dehydrating environments more reliable. The project’s observations of crack healing are expected to advance understanding of this phenomenon of soil mechanics and of geotechnical applications where cracking can occur, such as in foundation design, waste containment, slope stability and embankment dams.Read moreRead less
Improved seismic resilience against life-safety hazard of masonry buildings. This project aims to develop a cost-effective technique to mitigate the safety risk posed by the many unreinforced brick masonry parapets and walls which are vulnerable to seismic shock. Every Australian city has many streets lined with older unreinforced brick masonry buildings (now cafes, pubs, boutique shops) which feature parapets. The project will provide benefits to society by reducing the potential for parapet co ....Improved seismic resilience against life-safety hazard of masonry buildings. This project aims to develop a cost-effective technique to mitigate the safety risk posed by the many unreinforced brick masonry parapets and walls which are vulnerable to seismic shock. Every Australian city has many streets lined with older unreinforced brick masonry buildings (now cafes, pubs, boutique shops) which feature parapets. The project will provide benefits to society by reducing the potential for parapet collapse and therefore reduce the total number of fatalities in an earthquake. Building owners and engineers will be benefit from the design guidance provided by this project, which will lead to a suite of fully-tested and low-cost retrofit techniques.Read moreRead less
Improved analysis techniques for seismic assessment of unreinforced masonry buildings with flexible floor/roof diaphragms. A major international collaboration between researchers in Australia, New Zealand and Italy is underway to develop a method for structural engineers to determine which masonry buildings post a significant hazard to the public in the event of an earthquake such as that which struck the city of Christchurch.