Progressive liquefaction within marine sediments: comparison between geo-centrifuge modelling, full-scale wave tank tests and numerical modelling. The evaluation of wave-induced liquefaction within the marine sediment is particularly important for coastal and geotechnical engineers involved in the design of foundation around coastal structures. The proposed study will integrate the existing knowledge from the aspects of coastal and geotechnical engineering with that of overseas experts to provid ....Progressive liquefaction within marine sediments: comparison between geo-centrifuge modelling, full-scale wave tank tests and numerical modelling. The evaluation of wave-induced liquefaction within the marine sediment is particularly important for coastal and geotechnical engineers involved in the design of foundation around coastal structures. The proposed study will integrate the existing knowledge from the aspects of coastal and geotechnical engineering with that of overseas experts to provide coastal engineers with an effective tool for the design of foundations around marine structures. It will also assist in reducing the risk of potential environmental damage caused by failure of marine structures.Read moreRead less
Friction and contact in soil-structure-interaction. Frictional contact, which occurs at soil-structure interfaces, has a major influence on the behaviour of many civil engineering structures such as building foundations and soil anchor systems. To better understand this phenomenon, new theoretical models and solution algorithms are needed to simulate soil-structure interaction. This project aims to develop these models and algorithms. Its outcomes will lead to improved prediction methods and bet ....Friction and contact in soil-structure-interaction. Frictional contact, which occurs at soil-structure interfaces, has a major influence on the behaviour of many civil engineering structures such as building foundations and soil anchor systems. To better understand this phenomenon, new theoretical models and solution algorithms are needed to simulate soil-structure interaction. This project aims to develop these models and algorithms. Its outcomes will lead to improved prediction methods and better geotechnical design strategies.Read moreRead less
FRICTION AND CONTACT IN SOIL-STRUCTURE INTERACTION AT LARGE DEFORMATION. The proposed research addresses the fundamental mechanics of contact for a wide range of civil engineering structures such as piles, retaining walls, and soil anchors. Piles and anchors are essential parts of off-shore platforms which, in turn, are key elements of the Australian oil and gas industry. The numerical tool the project aims to develop is capable of analysing the entire process of installation and loading of a pi ....FRICTION AND CONTACT IN SOIL-STRUCTURE INTERACTION AT LARGE DEFORMATION. The proposed research addresses the fundamental mechanics of contact for a wide range of civil engineering structures such as piles, retaining walls, and soil anchors. Piles and anchors are essential parts of off-shore platforms which, in turn, are key elements of the Australian oil and gas industry. The numerical tool the project aims to develop is capable of analysing the entire process of installation and loading of a pile foundation. Such a tool does not currently exist and will result in safer and cheaper geotechnical design. The methods developed in this project can also be extended to study human joints and joint replacements.Read moreRead less
Micro-macro modelling of collapse problems in geomaterials by strain gradient plasticity. The proposed research aims to improve our fundamental understanding of the collapse of geomaterials, which is directly related to the failure of offshore structures, mining operations, tunnels, cuttings and foundations. The advanced mathematical model developed will be capable of accurately predicting the collapse of geomaterials and will be founded on measurable microscopic information. The fruits of the r ....Micro-macro modelling of collapse problems in geomaterials by strain gradient plasticity. The proposed research aims to improve our fundamental understanding of the collapse of geomaterials, which is directly related to the failure of offshore structures, mining operations, tunnels, cuttings and foundations. The advanced mathematical model developed will be capable of accurately predicting the collapse of geomaterials and will be founded on measurable microscopic information. The fruits of the research will be implemented in an advanced nonlinear finite element program, and will lead to safer and more cost-effective designs for a wide range of geostructures.Read moreRead less
Foundation remediation using resin injection. The aim of this research project is to explore the application of injected expanded polyurethane resins as a new option for the re-levelling and stabilisation of deflected foundations on reactive clay soils. It will identify the physical and behavioural characteristics of resin-injected reactive clay foundations, in the context of both shallow and deep injection, and will identify any limitations to the applicability of the approach. Based on detaile ....Foundation remediation using resin injection. The aim of this research project is to explore the application of injected expanded polyurethane resins as a new option for the re-levelling and stabilisation of deflected foundations on reactive clay soils. It will identify the physical and behavioural characteristics of resin-injected reactive clay foundations, in the context of both shallow and deep injection, and will identify any limitations to the applicability of the approach. Based on detailed laboratory and field testing, and advanced numerical modelling, the outcome will be the ability to confidently assess various foundation remediation strategies in reactive clay soils, and provide much needed design guidance to the geotechnical profession and building industry.Read moreRead less
Assessment and Prediction of Particle Breakage under Cyclic Loading. Every year, transport industries spend millions of dollars to maintain existing tracks suffering excessive settlement due to heavy traffic. In railways, differential settlement and track fouling are mostly due to ballast breakage. Frequent maintenance requires large amounts of quarried ballast causing environmental degradation. Simulation of particle breakage subject to cyclic loading is pioneering fundamental research that wi ....Assessment and Prediction of Particle Breakage under Cyclic Loading. Every year, transport industries spend millions of dollars to maintain existing tracks suffering excessive settlement due to heavy traffic. In railways, differential settlement and track fouling are mostly due to ballast breakage. Frequent maintenance requires large amounts of quarried ballast causing environmental degradation. Simulation of particle breakage subject to cyclic loading is pioneering fundamental research that will have significant impact on the design and maintenance of future rail and road networks. A full understanding of the breakage mechanisms of aggregates will lead to innovative techniques in design and construction, including faster trains carrying heavier loads with reduced maintenance costs.Read moreRead less
Rigorous Three Dimensional Plasticity Solutions for Soil and Rock Slopes. Slope failures and landslides are a persistent cause of economic loss in Australia. Damages resulting from landslides include both property damage and loss of life. One such recent catastrophic slope failure is the landslide that occurred at Thredbo Village in New South Wales in 1997. This monumental landslide resulted in the deaths of 18 people and was considered by the coroner as the worst natural disaster in Australian ....Rigorous Three Dimensional Plasticity Solutions for Soil and Rock Slopes. Slope failures and landslides are a persistent cause of economic loss in Australia. Damages resulting from landslides include both property damage and loss of life. One such recent catastrophic slope failure is the landslide that occurred at Thredbo Village in New South Wales in 1997. This monumental landslide resulted in the deaths of 18 people and was considered by the coroner as the worst natural disaster in Australian history. The primary aim of this research project is to apply recently developed computational tools to better understand 3D slope behaviour and to develop rigorous stability solutions that can be used by design engineers. A better understanding of 3D slope failure will lead to more economic and safer slope designs.Read moreRead less
Variational Plasticity Models and Algorithms for Frictional Geomaterials. Although the proposed project makes use of a number of advanced concepts in mathematics, thermodynamics, and numerical analysis, and in this way could be labelled 'theoretical', its main ambition is to formulate models and methods that are much more practical than the ones currently in use. Ultimately, this will result in cheaper and safer designs of both standard and non-standard geotechnical structures. The project build ....Variational Plasticity Models and Algorithms for Frictional Geomaterials. Although the proposed project makes use of a number of advanced concepts in mathematics, thermodynamics, and numerical analysis, and in this way could be labelled 'theoretical', its main ambition is to formulate models and methods that are much more practical than the ones currently in use. Ultimately, this will result in cheaper and safer designs of both standard and non-standard geotechnical structures. The project builds on and extends the tradition which has been established in Australia over the past 15-20 years of applying mathematical programming methods to plasticity problems, many of these in the field of geotechnical engineering.Read moreRead less
Geotechnical characterisation of compacted ground based on passive ambient noise techniques. The proposed research will provide our local construction and mining industries with a much needed fast and low cost technology for geotechnical investigation of very large sites which is currently not available. The project will help steer Australia to the forefront of ambient noise research for geotechnical site investigation, in the characterisation of unsaturated compacted soil and in the determinati ....Geotechnical characterisation of compacted ground based on passive ambient noise techniques. The proposed research will provide our local construction and mining industries with a much needed fast and low cost technology for geotechnical investigation of very large sites which is currently not available. The project will help steer Australia to the forefront of ambient noise research for geotechnical site investigation, in the characterisation of unsaturated compacted soil and in the determination of dynamic site characteristics which are required for seismic risk assessment. Two postgraduate students will benefit from this research by receiving research training at the highest level and it will also pave the way for exporting the technology developed overseas, particularly to our near neighbours in Asia and the Pacific. Read moreRead less
STATIC AND DYNAMIC ANALYSIS OF SATURATED AND UNSATURATED SOILS. Engineering structures such as buildings, highways, tunnels, dams, slopes and offshore oil platforms are all constructed on or in soils. The ability to predict the response of these materials under static and dynamic loading is therefore of major importance in civil engineering design, but is complicated by the fact they are typically unsaturated with nonlinear, inhomogeneous, and anisotropic properties. This project aims to formula ....STATIC AND DYNAMIC ANALYSIS OF SATURATED AND UNSATURATED SOILS. Engineering structures such as buildings, highways, tunnels, dams, slopes and offshore oil platforms are all constructed on or in soils. The ability to predict the response of these materials under static and dynamic loading is therefore of major importance in civil engineering design, but is complicated by the fact they are typically unsaturated with nonlinear, inhomogeneous, and anisotropic properties. This project aims to formulate and implement new computational tools for predicting the load-deformation behaviour of unsaturated soils, and will also involve experimental work and simulations of field data. The long term objective is to develop advanced methods that can be used by practising engineers, thereby leading to improved engineering design and reduced construction costs.Read moreRead less