Hyder Consulting Pty Ltd.

Sydney, Australia

Hyder Consulting Pty Ltd.

Sydney, Australia
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Kirkland B.,University of Western Sydney | Kirkland B.,University of New South Wales | Kim P.,Hyder Consulting Pty Ltd | Kim P.,University of New South Wales | And 2 more authors.
Journal of Constructional Steel Research | Year: 2015

Abstract Composite steel-concrete beams are frequently used in situations where axial forces are introduced. Some examples include the use in cable-stayed bridges or inclined members in stadia and bridge approach spans. In these situations, the beam may be subjected to any combination of flexure, shear and axial loads. However, modern steel and composite construction codes currently do not address the effects of these combined actions. This study presents an analysis of composite beams subjected to combined loading. A finite element model (FEM) has been developed and the results derived from the model show excellent agreement with existing FEM and experimental results. The effect of compression and tension loads on a member subjected to flexure and shear is also explored. Design models are proposed for estimating the flexure and shear interaction of an axially loaded member. © 2015 Elsevier Ltd.

Kalra R.,Hyder Consulting Pty Ltd | Lam J.,Hyder Consulting Pty Ltd
Global Thinking in Structural Engineering: Recent Achievements | Year: 2012

The Tulla-Sydney Alliance was formed to design and construct major road improvements along the Tulla-Sydney section of the M80 Ring Road Freeway, as part of the Australian Government's AUD$2.25 billion upgrade of the overall M80. With the highest crash history of the entire M80 and all Melbourne freeways, VicRoads identified the Tulla-Sydney section as the highest priority for upgrade and opportunity for innovation. Upgrade works are scheduled for early 2013 completion and includes several additional bridges, structural widenings, and new lanes by enhancing road geometry. A new 230m visually aesthetic bridge, designated the "signature structure" of the project, will cross over two major freeways for a new three-level interchange. The paper will discuss in detail the challenges of designing and building this bridge over two of Melbourne's busiest motorways and providing safe construction in a "live" traffic environment.

Yang Q.,Hyder Consulting Pty Ltd. | Khazaei S.,Hyder Consulting Pty Ltd. | Gee B.,Hyder Consulting Pty Ltd.
14th Australasian Tunnelling Conference 2011: Development of Underground Space, Proceedings | Year: 2011

This paper describes the design and construction of three 7.2 m span access ramp-tunnels to the three-level underground car park of the newly redeveloped Top Ryde City Shopping Centre in northern Sydney. The tunnels were to be excavated without significant impact on the overlying Devlin Street, one of the busiest arterial roads in the Sydney metropolitan area and a major link in the Sydney road network. The interpretation of the geological conditions indicated that the tunnels would be driven in a formation of heavily jointed, extremely weathered to fresh Triassic Ashfield shale with some structural features such as dyke, fault and shear zones identified in the available boreholes logs. Both empirical and numerical methods were used to design the tunnels and to predict the ground surface settlements. The design solution, which was influenced by the relatively small scale nature of the work and the current demands on the tunnel construction market, included presupport, initial support and permanent steel fibre reinforced shotcrete (SFRS) lining. The interactions of the driven portals with cut and cover sections and the proposed deep excavation of the new shopping centre were considered at the design development stage and in the construction phase to ensure the safety of the live road. The tunnels have been successfully constructed and are now operational.

Lau R.,Hyder Consulting Pty Ltd.
14th Australasian Tunnelling Conference 2011: Development of Underground Space, Proceedings | Year: 2011

The fire safety design for road tunnels includes the following aspects: active systems, passive provisions and operational procedures. The active systems include the smoke control system, fire suppression system, detection system and fire fighter's assistance systems. Passive provisions include escape passages, fire separation and fire resistance systems. The operational procedures refer to fire fighter access, reporting and alerts, evacuation processes and crowd control. Currently, these systems are typically designed by different designers or teams. These systems are intended to work together in a coordinated manner to provide the desired safety outcome. However, in practice, this is not always happening. The fire engineering process is supposed to bring together all these aspects and arrive at an integrated safety system. The fire engineering process in practice is not integrating the design with the practice or reality and is thus arriving at less than desirably efficient safety systems. The example of design inputs shows how disconnected each system design basis is. The smoke control system design is based on the design fire size. The performance of the smoke control system is to achieve a smoke free environment for a defined space for a particular fire size - the design fire. The fire suppression system - most commonly sprinklers or deluge systems, is designed according to codes and to achieve a certain water discharge rate. The fire detection system is designed to detect temperature rise/rate of rise and perhaps density of smoke. Fire separation is determined to provide a certain period of service - mostly for structural elements. Escape route size and location is determined mostly by code compliance. Evacuation procedures are determined by Authority operational requirements rather than human behaviour. To arrive at an integrated fire safety system, the design basis and performances must be coordinated. An approach using fire scenarios would ensure all systems are designed to a common performance requirement. This paper will discuss how the current design approach outcomes compared with a fire scenario approach. More effective and efficient fire safety systems would require the stake holders to understand the implication of this approach and to embrace this through the fire engineering process.

Yang Q.J.,Hyder Consulting Pty Ltd. | Hossain M.Z.,Hyder Consulting Pty Ltd.
Australian Geomechanics Journal | Year: 2013

The design and construction of the Coronation Drive Westbound Viaduct was a component of the Hale Street Link Alliance project. This paper presents the geotechnical issues and the importance of obtaining sufficient geotechnical information highlighting the key challenges arisen from the concept to detail design developments for the viaduct foundations. The experience gained from the westbound approach embankment in limiting the long term settlement and its interaction with the new sewer rising main is also discussed.

Chen C.,Aurecon Hong Kong Ltd | Niu J.,GeoAlliance Consultants Pte Ltd | Zhang H.,Parsons Brinckerhoff | Yau S.,Hyder Consulting Pty Ltd.
Geotechnical Special Publication | Year: 2014

Much attention has been paid in the past to study the potential impact of piled foundations onto existing tunnels in the vicinity. However, relatively less study has been done to investigate the performance/behaviour of existing foundation piles due to tunnelling works. This paper presents a case study of an instrumented low-rise building founded on piles at Circle Line Stage 3 (CCL3) in Singapore. The CCL 3 comprised the construction of five underground train stations connected by 5.7-km long-running twin tunnels. The building's protective strategy and monitoring results of vertical and lateral ground movement, vertical building movement and pile down drag force due to tunnelling works are presented in this paper. A comparison of the predicted values using the three-dimensional finite element method (FEM) program with the measured monitoring results is also discussed. A sensitive analysis with different soil/rock constituted models in the numerical modeling was also carried out. The monitoring results indicated that a significant down drag force was measured in the piles although the ground movement due to tunnelling was relatively small. The analysis results show that the numerical modelling based on a linear elastic soil/rock constituted model may over-estimate the movements and the forces on the pile under the effect of tunnelling works. © 2014 American Society of Civil Engineers.

Wright K.,Hyder Consulting Pty Ltd
Australian Geomechanics Journal | Year: 2012

The Port Botany Expansion (PBE) project involves the construction of an extension to the existing port in Botany Bay, Sydney. A new Tug Berth is located in the North-West corner of this port expansion, and provides berthing for tug vessels associated with the operation of the port. The design and construction of this berth and the North-West corner of the PBE project was heavily constrained by the geometric requirements of the project. This geometric complexity posed significant challenges in the staging of construction. As a consequence, three dimensional (3D) construction staging models were developed by the design team to assist in knowledge transfer through the construction process. The modelling process also allowed for greater efficiency by minimising dredge volumes, and the application of quality controls throughout construction. This paper discusses the development of these staging models, and the benefits that were seen on the project as a result. It also presents some lessons learnt through the design and construction process which could be beneficial for similar future projects.

Harris S.K.,Hyder Consulting Pty Ltd. | McIlquham J.D.,Golder Associates
20th Australasian Coastal and Ocean Engineering Conference 2011 and the 13th Australasian Port and Harbour Conference 2011, COASTS and PORTS 2011 | Year: 2011

The design of large berth structures can be optimised through close collaboration between the client, the contractor and maritime and geotechnical design engineers. Such a collaborative approach was adopted for the design of berth structures for the Port Botany Expansion project. This paper will discuss the methods that were used during the project to produce an efficient, cost effective berth structure design. These include; selection of an appropriate procurement model, development of comprehensive performance criteria, development of a carefully considered design approach and load criteria, and implementation of cost effective and innovative design solutions. A selection of key aspects of design which drove a value for money solution include; a considered approach to the prediction of crack widths, a method of aligning predicted earth pressures with predicted structural response, design of modular precast elements, design of continuous crane rail beams (e.g. 2km continuous cope beam understood to be largest such structure in the world), and development of trials, testing and monitoring regimes to confirm acceptable earth pressure limits were not exceeded during vibrocompaction of reclaimed fill behind the berth structures. The 65ha reclaimed terminal provides five post-panamax container berths and tug berths of counterfort gravity wall construction (645t units & 22m retained height).

Kenward J.,Hyder Consulting Pty Ltd | Mills C.,Hyder Consulting Pty Ltd
Structural Engineer | Year: 2011

The Hale Street Link project provides a new river crossingconnecting the Hale Street section of the Inner City By-Pass andCoronation Drive (on the north side of Brisbane River) to SouthBrisbane and the developing West End areas adjacent toMontague Road (Fig 1). The preliminary design, scoping, final design and constructionworks were undertaken under an Alliance form of contract. Thefinal design started in May 2008 and completion of constructionwas achieved in June 2010 as originally programmed and withinthe project target cost.The project includes the 'Go Between Bridge'-a new 274mlong, three span, pre-stressed segmental box, twin deck bridgeover the Brisbane River with a central span of 117m. Whilst acommon form of construction, the design had to address theeffects of highly variable ground conditions across the site,asymmetric loading in flood conditions and loading effects arisingfrom the need to provide equitable access/DDA compliant gradients of no more than 5%, which required variable heightelevated walkways to be provided on the slender deck cantilevers. © Jo' Kenward & Craig Mills.

Yang J.,Hyder Consulting Pty. Ltd. | Wright K.,Hyder Consulting Pty. Ltd.
Australian Geomechanics Journal | Year: 2011

This paper presents a case study of liquefaction potential assessment and pile foundation design for two high efficiency gas turbines and two gas compressors in Kwinana, Perth. Firstly the complexity of the local geology is described with a detailed discussion on the geotechnical risks of the potentially liquefiable loose sands or silty sands of 2 to 3m thickness at varying depths overlying the Tamala Limestone Formation which has potential cavities. The design criteria and the adopted geotechnical parameters for the developed geotechnical model are then discussed. A liquefaction potential assessment approach has been proposed after critical review of the currently published, with an emphasis on the importance of evaluating a suitable earthquake magnitude for a project site. Based on the results of liquefaction potential evaluation and the risk assessment of a number of options, pile foundations have been adopted for the gas turbine generators. A piling strategy has been developed for analysis, design, installation and testing for the proposed Franki piles founded on the Tamala Limestone Formation. The gas compressor raft foundations are to be founded on piles at a shallower depth above the liquefiable loose sandy layer to mitigate the potential risks of loosening/degradation effect of the cemented sands induced by the dynamic loads during the compressor operation. The assessed differential settlement induced by the potentially liquefiable sandy layer has been taken into account by the structural engineer for his detailed design and articulation of the reinforcement.

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