Mechanics of partially saturated soils and Its applications. The project aims to study the fundamental behaviour of Australian natural soils under varying water contents and loading conditions. Some immediate applications include the design of foundations on reactive soils and the analysis of rainfall-induced landslides. In both cases, the aim is to improve the design method and hence reduce the damage cost.
A new framework for large-scale dynamic geotechnical simulations. This project aims to develop an accurate and efficient simulation framework that allows the consideration of realistic discrete behaviour in geomechanical models without the computational overheads of current models. New computational methods and open-source simulation tools will be developed which will enable the efficient and accurate dynamic simulation of large-scale problems in geomechanics, problems that had formerly been int ....A new framework for large-scale dynamic geotechnical simulations. This project aims to develop an accurate and efficient simulation framework that allows the consideration of realistic discrete behaviour in geomechanical models without the computational overheads of current models. New computational methods and open-source simulation tools will be developed which will enable the efficient and accurate dynamic simulation of large-scale problems in geomechanics, problems that had formerly been intractable because of their computational size. The unique combination of discrete and continuum methods will allow the economical solution of a range of important geotechnical problems such as the accurate prediction of dynamic effects due to tunnelling, underground workings and mining activities. The outcomes will lead to safer and more economic construction methods and a more accurate assessment of the environmental effects.Read moreRead less
Probabilistic geotechnical site characterisation. This project aims to develop new methods for integrating geophysical and geotechnical data in a statistically-rigorous framework, to reduce uncertainties in site characterisation and hence enable safer and more cost-effective designs for civil infrastructure. The project will develop new statistical methods and software for reducing uncertainties and managing risk in site characterisation. The research outcomes will not only advance the fundament ....Probabilistic geotechnical site characterisation. This project aims to develop new methods for integrating geophysical and geotechnical data in a statistically-rigorous framework, to reduce uncertainties in site characterisation and hence enable safer and more cost-effective designs for civil infrastructure. The project will develop new statistical methods and software for reducing uncertainties and managing risk in site characterisation. The research outcomes will not only advance the fundamental science in site characterisation, but also help engineers to deal with uncertainties and risk management.Read moreRead less
Internal erosion of soils: microstructural modelling. This project aims to make discoveries for modelling initiation, rate of progression and consequences of seepage induced internal erosion through soils which make up critical water retaining infrastructure like dams. It aims to achieve an understanding of how fundamental microstructural (particle and pore) properties governing erosion have the potential to destroy infrastructure. Major expected outcomes include experimental evidence of governi ....Internal erosion of soils: microstructural modelling. This project aims to make discoveries for modelling initiation, rate of progression and consequences of seepage induced internal erosion through soils which make up critical water retaining infrastructure like dams. It aims to achieve an understanding of how fundamental microstructural (particle and pore) properties governing erosion have the potential to destroy infrastructure. Major expected outcomes include experimental evidence of governing mechanics, theories which couple microstructure with erosion and models to describe the altered soil strength and stiffness. It aims to lead to increased safety and economic efficiencies in Australia where many tens of millions of dollars are spent each year to reduce risks associated with internal erosion.Read moreRead less
Mechanics of Hard Soils and Soft Rocks. Hard soils and soft rocks are transitional materials that have properties evolving from soft rock to soft soil. They are widespread in Australia and typical examples include mudstone, claystones, shales and tuffs. These materials are very difficult to handle, mainly due to the fact that their strength, stiffness and volume can change substantially in response to environmental actions such as cyclic wetting and drying. Proper prediction of the transitional ....Mechanics of Hard Soils and Soft Rocks. Hard soils and soft rocks are transitional materials that have properties evolving from soft rock to soft soil. They are widespread in Australia and typical examples include mudstone, claystones, shales and tuffs. These materials are very difficult to handle, mainly due to the fact that their strength, stiffness and volume can change substantially in response to environmental actions such as cyclic wetting and drying. Proper prediction of the transitional behaviour of these materials is crucially important for analysing the stability and serviceability of civil structures founded on them. This project aims to develop a theoretical and practical framework for characterising the transitional behaviour of hard soils and soft rocks.Read moreRead less
Infrastructure on reactive soils: fundamental advances and validation. This project aims to advance fundamental knowledge on the complex behaviour of reactive soils in the context of resilient geotechnical infrastructure. This research falls within the research priority “Environmental Change”, as geotechnical infrastructure need to sustain the impact of ever more frequent and more intense climatic actions. Attention will focus on the effect of suction on volume change and shear strength of react ....Infrastructure on reactive soils: fundamental advances and validation. This project aims to advance fundamental knowledge on the complex behaviour of reactive soils in the context of resilient geotechnical infrastructure. This research falls within the research priority “Environmental Change”, as geotechnical infrastructure need to sustain the impact of ever more frequent and more intense climatic actions. Attention will focus on the effect of suction on volume change and shear strength of reactive soils, two poorly understood features, and will produce a swelling model and a soil-deformable structure interaction model. After validation by a case study, the models will have the potential to empower industry to produce geotechnical infrastructure that can better sustain climatic actions.Read moreRead less
Bayesian back analysis for settlement prediction of soft soils. The settlement of road embankments built on soft soils can take many years which has created additional challenges for road design and construction. Despite many years of experience with the Pacific Highway Upgrade, industry partners have seen many examples where embankments have settled more than expected during construction and after road opening. This causes potential delay delivering projects, ponding, potential aquaplaning and ....Bayesian back analysis for settlement prediction of soft soils. The settlement of road embankments built on soft soils can take many years which has created additional challenges for road design and construction. Despite many years of experience with the Pacific Highway Upgrade, industry partners have seen many examples where embankments have settled more than expected during construction and after road opening. This causes potential delay delivering projects, ponding, potential aquaplaning and unexpected maintenance. This project aims at developing useful tools for industry to better predict the settlement of embankment built on soft soils. The intended outcomes can help to increase the safety level of road transportation system of Australia, reduce construction and maintenance costs.Read moreRead less
Efficient Computational Strategies for Three-Dimensional Limit Analysis. AIMS: To develop new computational methods and software for predicting the failure of civil infrastructure such as tunnels, roads, ports and foundations.
SIGNIFICANCE: Australia will spend over $200 billion over the next five years on transport and other built infrastructure. This project will formulate new methods and computer programs to underpin the geotechnical design of this infrastructure. Emphasis will be placed on ....Efficient Computational Strategies for Three-Dimensional Limit Analysis. AIMS: To develop new computational methods and software for predicting the failure of civil infrastructure such as tunnels, roads, ports and foundations.
SIGNIFICANCE: Australia will spend over $200 billion over the next five years on transport and other built infrastructure. This project will formulate new methods and computer programs to underpin the geotechnical design of this infrastructure. Emphasis will be placed on efficient computational schemes for three-dimensional problems and complex ground conditions, where current procedures are inadequate.
EXPECTED OUTCOMES AND BENEFITS: International leadership in computational methods for designing cheaper and safer infrastructure, supported by scientific publications and software.Read moreRead less
Experimental investigation and constitutive modelling of weak rocks subject to mechanical and moisture degradation. The aim of this project is to advance experimental, theoretical and computational bases for the mechanics of weak rocks, and provide scientists and engineers with much-needed predictive tools for quantitative evaluation and assessment of their behaviour in geological settings. Based on the theoretical results of the research, numerical algorithms will be developed that will assist ....Experimental investigation and constitutive modelling of weak rocks subject to mechanical and moisture degradation. The aim of this project is to advance experimental, theoretical and computational bases for the mechanics of weak rocks, and provide scientists and engineers with much-needed predictive tools for quantitative evaluation and assessment of their behaviour in geological settings. Based on the theoretical results of the research, numerical algorithms will be developed that will assist engineers to apply the findings of the project to geotechnical engineering problems. By incorporating previously neglected aspects in the behaviour of weak rocks such as mechanical, environmental as well as cyclic loading degradation, confidence in the design methods will be increased to the point that costly over designs can be avoided.Read moreRead less
Mechanics of unsaturated soils and its applications. The project aims to study the fundamental behaviour of Australian natural soils under varying water contents and loading conditions. Some immediate applications include the design of foundations on reactive soils and the analysis of rainfall-induced landslides. In both cases, the aim is to improve the design method and hence reduce the damage cost.