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Fatigue-Detailing of Skewed Steel Through-Girder Rail Bridges: Regional Rail Project, Melbourne
ABC-DES102-14
22 Oct 2014
Bridges
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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
ABC-IAM101-14
22 Oct 2014
Bridges
More
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
ABC-LCM204-14
22 Oct 2014
Bridges
More
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
ABC-IAM103-14
22 Oct 2014
Bridges
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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…
Severity of the Tidal Environment for Concrete Exposed to Brackish Water
ABC-IAR104-14
22 Oct 2014
Bridges
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Roads and Maritime Services NSW constructs many bridges over watercourses and the structural elements of these bridges are often exposed to a wide range of brackish water. Salinity levels of brackish water range from fresh drinking water to sea…
Strengthening of the West Gate Bridge Concrete Viaducts
ABC-MAR024-11
31 Oct 2011
Bridges
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The 2.5km long West Gate Bridge comprises an eastern and western concrete approach viaduct, 871m and 670m respectively in length either side of the 850 m long cable stayed steel box girder main span section. The key objective with the West Gate…
Fatigue and Maintenance Aspects of a Welded Steel Truss Railway Bridge
ABC-MAR023-11
31 Oct 2011
Bridges
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The main structural components of the railway bridge at Bankstown, installed in January 2011, are two 18m steel welded arch trusses with an overall height of 3.5m. Each truss comprises fabricated box sections for the chords and I sections for the…
Durability Assessment and Design for 100 Years Life in Aggressive Environments
ABC-WPD007-11
31 Oct 2011
Bridges
More
The Banora Point Upgrade Alliance (BPA) project involves an upgrade of the 2.5 kilometer length of Pacific Highway through Banora Point, in northern NSW. The proposed upgrade will provide a link between the existing Chinderah bypass and Tweed…
Ballina Bypass Alliance -Tackling Quality
ABC-WPD011-11
31 Oct 2011
Bridges
More
In 2008, the Roads and Traffic Authority (RTA) of New South Wales(NSW) advised all contractors to improve workmanship quality across all RTA construction projects. This followed the discovery that many structures, including bridges, were not being…
Degradation of Pile Exposed to Acid Sulphate Soil
ABC-WPD006-11
31 Oct 2011
Bridges
More
Durability design of piles is usually carried out based on AS 2159 and AS 3600. It is widely known that the durability of concrete in acid sulphate environments is significantly influenced by the type of binder
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