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Webinar: Methodology for Comparing Dangerous Goods Risk in Road Tunnels to Those on Alternative Routes
This webinar presents the work involved in developing a standardised comparative risk assessment method for assessing life safety risk of dangerous goods being routed through the tunnel or via an alternative surface route.
Methodology for Comparing Dangerous Goods Risks in Road Tunnels to Those on Alternative Routes: Best Practice Review
This report is one of the three reports produced as part of a project undertaken to establish a comparative risk assessment method for assessing whether a tunnel route is safer than a surface route for the road transit of dangerous goods (DG)…
Methodology for Comparing Dangerous Goods Risks in Road Tunnels to Those on Alternative Routes: Case Study Using DG-QRAM in the Australasian Context
This report is one of the three reports produced as part of a project undertaken to establish a comparative risk assessment method for assessing whether a tunnel route is safer than a surface route for the road transit of dangerous goods (DG)…
Methodology for Comparing Dangerous Goods Risks in Road Tunnels to Those on Alternative Routes: Manual for Using DG-QRAM in the Australasian Context
This report is the second of the three reports produced as part of a project undertaken to establish a comparative risk assessment method for assessing whether a tunnel route is safer than a surface route for the road transit of dangerous goods (DG)…
Time-Variant Performance Indicators for Concrete Bridges Exposed to Corrosion
The life-cycle performance of concrete bridges exposed to corrosion is investigated based on a set of time-variant probabilistic performance indicators including structural reliability, redundancy, robustness and resilience. The performance…
Lifetime Performance, Risk and Sustainability of Bridges
Infrastructure transportation systems play an important role in the sustained economic growth and social development of most countries. Bridges are key components in such systems. During their service life, bridges are subjected to progressive and/…
Fatigue-Detailing of Skewed Steel Through-Girder Rail Bridges: Regional Rail Project, Melbourne
The south-west of Melbourne has experienced huge residential development, and a corresponding increase in rail patronage. The Regional Rail Project effected the separation of Regional and Metropolitan lines between Southern Cross Station, and…
Long-Term Performance of Concrete Bridges Under Extreme Events
Reinforced concrete (RC) structures in a marine environment deteriorate with time due to chloride-induced corrosion of reinforcing bars. Corrosion is initiated by chloride contamination if the structures have poor quality concrete and/or inadequate…
An Agent-Based Framework for Improved Strategic Bridge Asset management
This paper discusses an agent-based framework for improved bridge asset management. The framework comprises a geospatial representation of a network, a bridge performance deterioration model, and behavioural models of key stakeholders.Effective…
Life-Cycle Management of Bridges Based on Robustness to Deterioration
In this paper a framework for assessing the robustness of existing reinforced concrete structures under corrosion is presented. Robustness is defined as a structural property related to the tolerance to damage and is measured by the mean performance…