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Flood Resilient Bridge Design, Case Studies from Challenging Design Environments
Case studies of bridges located in the Lockyer Valley in Queensland and the Solomon Islands are presented in the paper. Historically these locations have experienced extreme flooding. Flood damage at bridges can isolate communities and result in…
Strategic Review of Flood Impact on Victorian Structures
Victoria has experienced a number of large-scale and intense flood events in the last four years. An assessment has been undertaken of the structures impacted by these flood events.The objective was to better understand the impact of the floods on…
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…
The Design of the South Road Superway
The South Road Superway is a building block in the South Australian Government’s 78 km long Adelaide North South corridor which will eventually deliver a high-speed transport network to speed up already congested freight movements through Adelaide’s…
Seismic Assessment and Strengthening of Reinforced Earth Bridge Abutment and Approach Walls
The Ngauranga Interchange is located at the intersection of two State Highways that provide the only highway access from the surrounding regions to the city of Wellington, New Zealand. Reinforced Earth® walls retain the seaward side of the off-ramp…
Proposed Methodology for Upgrading Bridge Barriers
The AS 5100 Standard provides requirements for multiple-performance-level barriers. Historical barriers constructed before 1970 generally do not meet modern requirements for safety. This paper builds on ongoing previous research projects within…
The Newmarket Viaduct Replacement Project Experience
Between 2008 and 2012, the Newmarket Viaduct replacement project was New Zealand’s premier bridge project. The existing Newmarket Viaduct was well known for its structural deficiencies, notably its inadequate capacity to resist heavy live loads,…
A Quantitative Assessment for Pier Collision Loads to AS 5100
The Australian Bridge Code AS 5100 provides a minimum collision load for bridge piers. The commentary to AS 5100 notes that if the bridge pier is adjacent to a high speed (greater than 60 km/h) roadway then higher collision loads should be…
Goodwood Junction Rail Grade Separation: Collaborative Design and Construct Success
The Goodwood Junction rail grade separation has removed a major bottleneck on the Adelaide rail network. The design and construct project completed by the Thiess-York Joint Venture for the SA Government Department of Planning, Transport and…
A Comparison Between the Technical Specifications for Elastometric Seismic Protection Bearings in European Norm EN 15129, International Standard ISO 22762
The increasing demand for safer bridges and buildings under seismic conditions in Europe has resulted in the development of the first European specifications to regulate this area. The norm EN 15129, published in 2009, covers the design,…