Experimental and numerical study of Encapsulated Compaction Grouting (ECG) in a loose fill slope. The proposed project will develop a flexible, cost-effective and environmentally friendly engineering solution (Encapsulated Compaction Grouting or ECG) for improving the performance of loose, soft soils. Important applications of the research include the mitigation of landslides, which pose a major threat to communities and infrastructure worldwide. Small-scale laboratory tests, full-scale field te ....Experimental and numerical study of Encapsulated Compaction Grouting (ECG) in a loose fill slope. The proposed project will develop a flexible, cost-effective and environmentally friendly engineering solution (Encapsulated Compaction Grouting or ECG) for improving the performance of loose, soft soils. Important applications of the research include the mitigation of landslides, which pose a major threat to communities and infrastructure worldwide. Small-scale laboratory tests, full-scale field tests and numerical analyses will be carried out to ensure that the proposed ECG method is an effective and economical engineering solution. The results of this integrated study will provide a valuable tool for engineers who wish to stabilise loose fill slopes or soft grounds.Read moreRead less
Evaluation of densification and degradation of ballast under cyclic train loading. Formulation of a comprehensive cyclic densification model as a pioneering fundamental approach will enable efficient operation of modern high speed trains. Insightful understanding of ballast densification mechanisms will lead to enhanced, cost-effective track design with improved safety and passenger comfort.
The effects of cyclic loading on partially saturated soils. This project aims to predict the settlement and strength of the upper, partially saturated layer of the ground when it is subjected to cyclic loading. Most of our critical infrastructure is built on or in this layer, but currently we cannot reliably predict the ground response of partially saturated soils to the cyclic loads that arise from earthquakes, traffic and construction processes. The project is expected to develop a new numeric ....The effects of cyclic loading on partially saturated soils. This project aims to predict the settlement and strength of the upper, partially saturated layer of the ground when it is subjected to cyclic loading. Most of our critical infrastructure is built on or in this layer, but currently we cannot reliably predict the ground response of partially saturated soils to the cyclic loads that arise from earthquakes, traffic and construction processes. The project is expected to develop a new numerical model that can predict the effects of cyclic loads, and provide updated engineering guidance to ensure the integrity of infrastructure dependent on partially-saturated soils. Improved predictions of the processes involved resulting from this project will have significant economic benefits, as well as ensuring the safety and security of infrastructure and reduced maintenance costs.Read moreRead less
Liquefaction failures of intermediate soils. The aims of the project are to provide new data on the conditions under which liquefaction failures can occur in soil materials that are intermediate between sand and clay, and to develop models to describe this behaviour. This project addresses two significant problems: liquefaction failures which occur in silty sediments on continental slopes and produce tsunamis, and liquefaction in unsaturated ship cargos with intermediate gradings which lead to s ....Liquefaction failures of intermediate soils. The aims of the project are to provide new data on the conditions under which liquefaction failures can occur in soil materials that are intermediate between sand and clay, and to develop models to describe this behaviour. This project addresses two significant problems: liquefaction failures which occur in silty sediments on continental slopes and produce tsunamis, and liquefaction in unsaturated ship cargos with intermediate gradings which lead to ship losses. The outcomes of the project are expected to be greater understanding of the factors controlling liquefaction in silty materials, a better understanding of the risk of submarine landslides, and models which can be used to predict the conditions under which liquefaction can occur in ship cargos.Read moreRead less
Linkage Infrastructure, Equipment And Facilities - Grant ID: LE130100006
Funder
Australian Research Council
Funding Amount
$500,000.00
Summary
X-ray Microscopy Facility for Imaging Geo-materials (XMFIG). The X-ray Microscopy Facility for Imaging Geo-Materials (XMFIG) will allow the investigation, with near-synchrotron capabilities, of the three dimensional internal structures and chemical compositions of geo-materials under relevant environmental conditions by engineers, geologists and materials scientists.