prestons road flyover east london

1
Main contractor: Date of construction: Products used: Clients Engineering Consultant: Main Client: © Maccaferri Ltd. All rights reserved. Maccaferri will enforce Copyright. Maccaferri Ltd: Building 168, Harwell Campus, Didcot, OX11 0QT T: (+44) 1865 770555 Rep of Ireland: T: (+353) 18851662 www.geostrong.net Specialist areas: Sales: E: [email protected] Technical: E: [email protected] Construction: E: [email protected] www.maccaferri.com/uk CASE HISTORY Ref: UK / BR — Rev: 00, Dec 2018 PRESTONS ROAD FLYOVER EAST LONDON BASAL REINFORCEMENT OVER PILES Product: Paralink Problem The Prestons Road Flyover carries the East India Dock Link highway over a grade separated junction built over the line of the Blackwall Tunnel. The line of the highway lies between the cast-iron lined, bored tunnel and the brick built cut-and-cover approaches. Potential differential movement of the tunnel due to surcharge loading at that point were unacceptable. The typical geology of the London Docklands comprises of a variable depth of made ground overlying compressible alluvial materials which in turn overlie the Lonon Clay. The design challenge was increased by the constraints of the grade separation geometry and the proximity of an elevated section of the Docklands Light Railway. Solution The avoidance of surcharge on the tunnel and the potential for differential movement were resolved by supporting the approach ramps on piles. The embankment loads were transferred from the ramp fill to the piles by a granular mattress reinforced with high strength Paralink geosynthetic reinforcing materials. Addtional economy was achieved by the use of lightweight pulverised fuel ash as the fill material. The durability of Paralink in these chemically aggressive conditions made it an obvious choice for the application. PARALINK 700 EDMUND NUTTALL (NOW BAM NUTTALL) 1990 PFA was used as fill to create the embankment Backfilling in operation over the Paralink LTP MOTT MACDONALD LONDON DOCKLANDS DEVELOPMENT Preston Road Flyover - a soil reinforced wall over Paralink Paralink placed in two direction over the pile caps

Upload: others

Post on 05-Apr-2022

34 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: PRESTONS ROAD FLYOVER EAST LONDON

Main contractor:

Date of construction:

Products used:

Client’s Engineering Consultant:

Main Client:

© M

acca

ferr

i L

td.

All

righ

ts r

ese

rved

. M

acca

ferr

i w

ill e

nfo

rce

Co

pyri

gh

t.

Maccaferri Ltd: Building 168, Harwell Campus, Didcot, OX11 0QT T: (+44) 1865 770555

Rep of Ireland: T: (+353) 18851662 www.geostrong.net

Specialist areas: Sales: E: [email protected] Technical: E: [email protected] Construction: E: [email protected]

www.maccaferri.com/uk

CASE HISTORY Ref: UK / BR — Rev: 00, Dec 2018

PRESTONS ROAD FLYOVER EAST LONDON

BASAL REINFORCEMENT OVER PILES Product: Paralink

Problem The Prestons Road Flyover carries the East India Dock Link highway over a grade separated junction built over the line of the Blackwall Tunnel. The line of the highway lies between the cast-iron lined, bored tunnel and the brick built cut-and-cover approaches. Potential differential movement of the tunnel due to surcharge loading at that point were unacceptable. The typical geology of the London Docklands comprises of a variable depth of made ground overlying compressible alluvial materials which in turn overlie the Lonon Clay. The design challenge was increased by the constraints of the grade separation geometry and the proximity of an elevated section of the Docklands Light Railway.

Solution The avoidance of surcharge on the tunnel and the potential for differential movement were resolved by supporting the approach ramps on piles. The embankment loads were transferred from the ramp fill to the piles by a granular mattress reinforced with high strength Paralink geosynthetic reinforcing materials. Addtional economy was achieved by the use of lightweight pulverised fuel ash as the fill material. The durability of Paralink in these chemically aggressive conditions made it an obvious choice for the application.

PARALINK 700

EDMUND NUTTALL (NOW BAM NUTTALL)

1990

PFA was used as fill to create the embankment

Backfilling in operation over the Paralink LTP

MOTT MACDONALD

LONDON DOCKLANDS DEVELOPMENT

Preston Road Flyover - a soil reinforced wall over Paralink

Paralink placed in two direction over the pile caps