Blackfriars bridge temporary cofferdam analysis

Blackfriars bridge temporary cofferdam analysis

Marine
THE BRIEF Robert West was appointed to provide the detail design of a temporary cofferdam at Blackfriars to enable dewatering of a section of the foreshore for construction of a shaft to the new Thames Tideway tunnel.VALUE-ADDED SOLUTION A challenging aspect of the design was to model and understand the deflections and stresses in the structure due to the varying stiffness of a combi wall section, the twin wall cofferdam and the existing river wall.The analysis was undertaken using an FEM analysis; horizontal membrane forces and bending moments were also modelled.  In addition, we investigated the possibility of global or local buckling through a eigenvalue stability analysis.FINAL OUTCOMES The analysis allowed us to optimise the design solution and improve buildability. Share BACK TO PROJECTS
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Chelsea embankment foreshore temporary cofferdam

Chelsea embankment foreshore temporary cofferdam

Marine
THE BRIEF The joint venture of Ferrovial Agroman and Laing O’Rourke that is building the central section of the Thames Tideway Tunnel appointed Robert West to design the Temporary Works at Chelsea Embankment foreshore (CHEEF).The main structure consists of a temporary cofferdam, creating a new piece of land in the River Thames to enable the construction of a shaft for the Thames Tideway Tunnel. The cofferdam took the form of twin, sand infilled, steel walls tied together to form the main body, which will allow the Thames Tideway Tunnel project to progress work beneath ground. When completed, the temporary cofferdam will be removed. Robert West provided construction support throughout.VALUE-ADDED SOLUTION There were a number of engineering challenges which our team had to take into consideration in providing our solutions:• the…
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UIG harbour redevelopment

UIG harbour redevelopment

Marine
THE BRIEF Robert West Consulting were commissioned by Mclaughlin and Harvey to prepare tender stage designs forming an alternative tender proposal for parts of the Highland Council’s Uig Harbour Redevelopment project. The Works comprised a 100m long new pier formed by circular sheet pile cofferdams with a capping slab; a new turning dolphin; new linkspan supports; and refurbishment of a variety of other structures. The Employer had completed detail designs for the whole of the Works but sought alternatives designs offering enhanced value.VALUE-ADDED SOLUTION An evaluation of the Employer design identified significant risks of maintaining the stability of the circular cofferdams during medium weather events and the possibility of losing whole uncompleted sections during storm events. The programme and weather window was challenging. In addition, the structures were sensitive to…
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New cruise berth at Portland Port

New cruise berth at Portland Port

Marine
THE BRIEF In August 2021 Portland Port invited tenders for the design and build of a berth to accept cruise liners up to the size of the Queen Mary 2 (150,000 GT). The berth is required to be available by May 2023 and delivered to comply with the various consents secured by the Port and within a challenging budget.Robert West was appointed by Charles Brand to work collaboratively to develop a design and construction approach able to deliver the project within the demanding programme and budget. A tender period of 14 weeks was allowed, and access was provided to a data room containing substantial amounts of existing Site Information. VALUE-ADDED SOLUTION The Works primarily consisted of the construction of 460 linear metres quay wall with a 260m berth dredged to…
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Tower Wharf development

Tower Wharf development

Marine
THE BRIEF Seacon needed to increase the capacity and strength of the approach structure to their berth at Tower Wharf on the Thames to handle new cargoes. RWC was appointed to develop and prepare a detail design; to act as Principal Designer; to secure consents; to prepare tender enquiries; and to undertake contract administration of the construction contract.VALUE-ADDED SOLUTION The ground conditions at the site are challenging with 15m of soft alluvium overlying terrace gravels. Evaluation of the river/flood wall identified that this comprised a sheet pile wall with inclined ground anchor ties grouted into river terrace gravels. The wall was unable to support the additional quay loading behind the wall. RWC developed a design for replacing the anchors with large steel tubes to strengthen the structure. Consent was secured…
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NOL 360 Exchange Footbridge Strengthening Works

NOL 360 Exchange Footbridge Strengthening Works

Rail
THE BRIEF Robert West was commissioned to develop a design for strengthening the footbridge dating from circa 1886 whilst minimising disruption to public access. VALUE-ADDED SOLUTION The following strengthening and refurbishment works were designed:provision of new outriggers restraining the top flange of each girdersprovision of new end frames, end posts and bearing assemblies to replace the existing ones in order to reinstate the original load path on to the existing cast-iron trestlerepair the strengthening of lattices based on either condition and/or strengthprovision of vertical transverse bracing between steel columnsfull grit blasting and protective paintwork treatmentrepair and refurbishment works to trestle and landingreinstatement of anti-slip surfacing, timber decking and drainage.FINAL OUTCOMES A Grip 3/4 design was prepared for AIP submission and achieved approval Share BACK TO PROJECTS
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New Control Centre for Piccadilly Line

New Control Centre for Piccadilly Line

Rail
THE BRIEF Robert West, appointed through the Transport for London framework, faced the challenge of redesigning and strengthening a four-storey building to serve as the new Piccadilly Line Control Centre. The redevelopment included creating space for a control centre, equipment rooms, office, and staff accommodation. A critical client requirement was to enhance the building's blast resilience, and Robert West was responsible for the intricate design associated with this aspect.VALUE-ADDED SOLUTION The design began in April 2016 and was completed to a very challenging programme. Site works have been progressing since January 2017 and have reached completion. We have been providing on-site assistance during the implementation phase and also acted as the Temporary Works Coordinator, working closely with the contractor throughout.FINAL OUTCOMES We are confident that the high-end finish will delight…
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Shadwell Eastern Entrance

Shadwell Eastern Entrance

Rail
THE BRIEF A coordinated design of the new eastern entrance and exit to Shadwell Station, located between Bank, Tower Gateway Stations and Limehouse Station. Access and egress from the station took place from the western end of the station, via the formal entrance on Watney Street. A staircase and lift provide access from street level to platform level above. The eastern new exit and entrance is located in Shadwell Place, a pedestrian way, off Sutton Street and was designated as an emergency exit.  The brief specified items to be retained, removed and modified, including retention of the existing staircase and support structure.  VALUE-ADDED SOLUTION The team designed all of the specified works in accordance with the brief that included balustrades, the stair enclosure, a high level bowstring frame, goal post supports,…
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Oxford Road Footbridge Deck Replacement

Oxford Road Footbridge Deck Replacement

Rail
THE BRIEF Oxford Road footbridge is located near Clacton-On-Sea station on the Colchester to Clacton line. It was constructed in circa 1920. The footbridge carries a footpath between Oxford Road and Clacton Leisure Centre, with a single span over four Network Rail tracks. There is Overhead Line Equipment (OLE) in place over each track supported by gantries. The bridge was in poor condition and was identified for deck replacement with a trestle modification scheme.The proposed intervention work included replacing the main span and landings with a new steel plate girder structure and landings. The new main span and landings were adapted from Network Rail’s standard non-station footbridge details and suited to the longer clear span requirement of 28 metres approximately.VALUE-ADDED SOLUTION The existing trestle supports and stairways were assessed for re-use, strengthened…
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Leighton Buzzard Footbridge

Leighton Buzzard Footbridge

Rail
THE BRIEF A pedestrian footbridge, originally built in the late 1800’s, had been identified as unsafe and was closed to the public in January 2019.Robert West engineers were commissioned by Leeke Associates (lead designers for the scheme) to undertake the Temporary Works design for the removal of the bridge in a similar way to that shown in our video of the removal of Oxford Road footbridge.The footbridge provided pedestrians and cyclists with a method of crossing from one side of the railway line to the other. Our Transport Planners are undertaking a feasibility study to identify the effect of the removal of the bridge for members of the public.VALUE-ADDED SOLUTION The engineering team reviewed historic documentation, undertook site visits, pieced the information together and undertook calculations to assess how the…
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