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Proceedings of the ICE - Civil Engineering
Impact Factor 0.125.
Civil Engineering is the ICE's flagship journal providing full-colour papers and articles on topics across the spectrum of civil engineering activity. Practical and diverse in its scope, Civil Engineering gives a wide-ranging insight into the engineering profession. Topics range from landmark projects to debates on philosophical, ethical, environmental, management and safety issues.
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of Print (below)
as soon as they are ready to be published. Ahead of print articles are fully
citable using the DOI system.
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Latest content:
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Authors:
David Packer;
Peter Masters;
Greg Riordan
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Port Botany in Sydney is the second largest container port in Australia. A recent expansion project has increased the number of berths from six to 11, which involved A$515 million (£340 million) of civil works including 1850 m additional wharf face formed by 200 concrete counterfort wall units, and 63 ha of reclaimed terminal land created from 8 m3 million of dredged fill. This paper describes the design and construction innovations developed for the 640 t wall units including using structure–soil interaction modelling to refine applied loads, finite-element modelling to assess concrete stresses and control cracking, durability design for a 100 year design life, and construction using precast methods and assembly.
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Authors:
Peter Hyndman;
Austen Shoebotham;
Iain Hespe
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Completed in 2011, the Inner West Busway project reduced travel times for thousands of bus commuters along Victoria Road in Sydney, Australia, by up to 17 min. The A$175 million (£117 million) project involved installing a new 3·5 km city-bound bus lane, which required a new 400 m long, incrementally launched box girder bridge across Iron Cove. This paper examines the design, construction issues and innovation associated with the project, including the country's first bridge launch from in front of an abutment, its first use of the Quickchange movable barrier system and a world first in-pavement light system. Other works included over 12 km of new bicycle shoulder lanes and on-road bicycle routes, a new children's playground and rehabilitation of a park.
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Authors:
Emma Kent;
Ritchie Burcombe
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Authors:
Sudar Aryal;
Robert Kingsland;
Peter Rees;
Geoff Russell;
Olaf Stahlhut;
David Wheatley
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The A$1·7 billion (£1·13 billion) Hunter Expressway project near Newcastle, Australia, is an impressive 40 km motorway traversing a floodplain and rugged terrain by means of a series of bridges, viaducts and massive earthworks. Former underground coal mining activities and poor ground conditions presented exceptional engineering and construction challenges. Subsidence movements associated with the sudden collapse of standing pillars could leave some of project's structures unserviceable, while earthworks feature a proportionally large amount of poor quality materials derived from cutting construction. The designers incorporated expansive and carbonaceous materials, which would otherwise be spoiled because of their poor engineering properties. This paper chronicles the unique design and construction challenges associated with earthworks and mine subsidence for the eastern section of the project.
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Author:
Graham Royle
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The A$1·95 billion (£1·3 billion) Ipswich motorway upgrade near Brisbane was Australia's largest road infrastructure alliance. Origin Alliance – comprising the client, two designers and three contractors – was tasked with transforming an existing substandard four-lane motorway into a modern, intelligent six-lane highway with a future capacity for eight lanes using network-managed hard-shoulder running. Only 8·5 km long, the upgrade demanded an unprecedented level of temporary traffic management for up to 100 000 vehicles a day. This paper outlines the complexities in design and construction and the means by which works were planned to guarantee the utmost level of safety to the travelling public and on-site workforce.
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Authors:
Patrick Wong;
Rocco Bressi;
Paul Jerogin;
Victor Kardash
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Barangaroo South is a A$6 billion (£4 billion) transformation of a former container port in Sydney, Australia, into a business, residential and leisure precinct. Due for completion in 2020, it features three commercial towers up to 49 storeys providing more than 490 000 m2 of gross floor area. It is set to become one of Australia's first large carbon dioxide-neutral developments. This paper provides an overview of the civil engineering challenges facing the project and the innovative solutions adopted, including remediation of past contamination, basement retention and foundation construction in reclaimed land, groundwater control, design of foundations and transfer structures over the proposed rail tunnels, and superstructure design.
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Authors:
Garry Mason;
Graham Newson;
Craig Wooldridge
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Over the next 20 years the population of metropolitan Perth, Australia, is expected to increase from 1·8 million to 2·7 million. The city also has ambitious plans for development, which will have short- and long-term impacts on the transport network. As reported in this paper, the short-term transport plan covers all modes of transport and includes provision of new public transport services and bus priority schemes, new and enhanced routes for cyclists, increased provision for pedestrians and improved traffic efficiency. The plan is estimated to cost A$110 million (£74 million) and is fully funded.
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Authors:
Martin Holt;
Mark Ager;
Chris Lyons
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This papers describes the design and construction of two new suburban rail stations in Melbourne, Australia, in a live rail environment. They were collaboratively designed to integrate with their surroundings and enhance the experience of rail travel. Located on existing electrified rail lines, design and construction methods also had to minimise disruption to rail services and the surrounding community. At Cardinia Road, a new 6 m span pedestrian underpass was installed in a single 55 h possession, using an open-cut box-jacking technique not previously used in Victoria. Both stations opened in April 2012.
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Author:
Tony Caccavone
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Authors:
Peter Wiles;
Andrew Walker;
David Idle
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Accelerated bridge construction and precast bridge elements and systems were used to replace five bridges as part of the Auckland rail electrification project in New Zealand. This paper describes the replacement of five road-over-rail bridges, covering the fast-tracked design process, the collaborative approach required by all parties and the construction of bridges in periods of 5 weeks. The paper also describes the innovative solutions used to connect the precast elements, the relative success of each solution and the impact on the construction programme. A comparison of the cost of construction of these bridges against the more conventional construction techniques is also provided, with discussion on the economic benefit of accelerated construction.
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Authors:
Terry Howes;
Tim Cheesebrough
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A destructive earthquake of 7·1 magnitude struck Christchurch, New Zealand in September 2010. A second, more violent and much more damaging earthquake with multiple fatalities occurred in February 2011, followed by a sequence of strong aftershocks centred around the city throughout 2011, 2012 and into 2013. This paper offers an insight into how the national, international and local agencies and, most importantly, communities came together to deal with this destructive sequence of events. It explores the impact of the events on the community and then the recovery planning for a wide range of essential infrastructure services and their effects on daily lives in a modern city with a population of some 350 000 people.
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In addition to
Civil Engineering
,
ICE Proceedings
includes 17 specialist journals. Papers and articles published in the most recent issues are listed here. Summaries of all these and other papers and articles published can be read free in the ICE Virtual Library at
www.icevirtuallibrary.com/content/journals
.
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Author:
John Parker
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The Shard in central London is 310 m high, making it the tallest building in western Europe. Designed for client Sellar Property Group, it is a ‘vertical city’, containing shops, offices, restaurants, hotel, apartments and a public viewing gallery. This paper describes the design and construction of the building, which has a concrete core, steel-framed floors to level 40, concrete floors to level 69 and a steel ‘spire’ at the top. Various innovative construction techniques were used to save time and improve safety, including building the three-storey basement and core top-down, installing plunge columns to high levels of accuracy, and using modular construction for the spire.
Most viewed this month in this journal:
- Jacking the box: a 101 h squeeze under West Coast main line
Author(s): Simon Ogborn;
John Sreeves;
Steve Beech
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- One of the last level-crossings on the
West Coast main line was finally removed following its replacement by an
under-bridge installed as a jacked box during a 101 h track possession.
The Owen Street level-crossing next to Tipton station was a notorious
local bottleneck, with the barriers typically closed for 75% of the day.
This paper describes the planning and construction of its replacement
that opened in January 2010, which was undertaken in a highly
constrained site between the railway and a canal, and in very difficult
ground conditions. The box straddling a geological fault, and the
post-industrial nature of the site meant that old mine workings, a canal
basin and bridge abutments had to be dealt with along with major
utilities.
- Burj Khalifa – a new high for high-performance concrete
Author(s): E. M. Comdromos; M. C. Papadopoulou
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- The world's tallest structure – the 828 m
high Burj Khalifa building in Dubai – has set a new benchmark for
engineering super-tall buildings. In particular, it significantly raised
the bar for high-performance-concrete construction, with its massive
reinforced-concrete core and wings extending nearly 600 m above ground
level. This paper describes the how the extreme concreting challenges
were overcome on the project, including successfully pumping and placing
high-performance concrete to unprecedented heights as well as
preventing excessive cracking and shrinkage in the hot and arid
conditions. Practical advice is provided for future projects.
- Delivering London 2012: health and safety
Author(s): Howard Shiplee;
Lawrence Waterman;
Kevin Furniss;
Ros Seal
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Jonathan Jones
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- This paper describes the challenge of
managing health and safety during construction of the London 2012
Olympic and Paralympic Games. The workforce on the Olympic Park site in
east London peaked at 12 000 and a total of 30 000 people will have
worked on the project through its lifetime. Through careful planning,
implementation of strategies with a proven track record and clear
leadership, the Olympic Delivery Authority managed to achieve an
accident frequency rate comparable to the average for all British
employment, significantly better than the construction sector. The
project's health programme also provided a degree of care and
campaigning not previously experienced in construction.
More >
- Adaptation of flood risk nfrastructure to climate resilience
Author(s): Berry Gersonius;
Richard Ashley;
Assela Pathirana;
Chris Zevenbergen
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- This paper presents an adaptation process for flooding systems that can be applied whatever analytical method is used to account for climate change uncertainty. The process is aimed at providing flood risk infrastructure that is more resilient to climate change, where resilience is considered as the ability of the system as a whole to function as expected. It comprises five stages, which include the specification of a core and supporting strategy and the definition of a monitoring system to indicate whether performance is likely to be compromised. The core strategy gives the responses and potential adaptations for providing infrastructure that delivers an acceptable risk through time, maintaining expected performance. The supporting strategy addresses the internal and external changes that affect the performance of the core strategy. The monitoring system requires identification of indicators and thresholds for implementing adjustments to the infrastructure and the way it is utilised, and for reassessing the overall strategy. The added value of utilising the proposed adaptation process is illustrated as part of a ‘how-to’ guide for providing greater resilience in flood risk infrastructure.
- Delivering London 2012: the Olympic Stadium
Author(s):
Ian Crockford;
Mike Breton;
Fergus McCormick
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Philip Johnson
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- The UK Olympic Stadium, which will host athletic events and the opening and closing ceremonies of the London 2012 Olympic and Paralympic Games, is designed to be converted to a home for British athletics. An innovative use of permanent and temporary forms was developed to meet the 80 000 games capacity and 25 000 legacy capacity, with the final structuring consisting of a permanent sunken concrete bowl and a removable upper seating tier. To save space and drive efficiencies, the majority of spectator facilities were moved outside the structure and the upper seating tier rakes outwards, resulting in the lightest stadium of its size in the world. The rapid delivery of the stadium in just 34 months was achieved through a strategy of prefabrication of concrete and steel elements and just-in-time delivery, supported by a strong collaborative team-working ethic.
- Delivering London 2012: organisation and programme
Author(s): Dennis Hone;
David Higgins;
Ian Galloway;
Kenna Kintrea
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- The UK's Olympic Delivery Authority (ODA) was established in 2006 to construct the new venues and infrastructure required to host the London 2012 Olympic and Paralympic Games. These responsibilities were carried out in conjunction with CLM, a delivery partner from the private sector. This paper reviews how ODA was organised and describes the programme management and assurance practices deployed. The delivery strategies established, coupled with an effective relationship between ODA and its delivery partner and rigorous programme controls, facilitated successful delivery of the £7 billion of venues and infrastructure needed for the games.
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