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Geotechnics in the Rail Industry - 12th May 2015• Jane Collins (Arup, Design Geotechnical CRE)
• Sam Moss (Arup, Lead Geotechnical Designer)
The Geotechnics of Ipswich Chord
2
Outline of Presentation
• Background
• Outline of scheme
• Core requirements
• Ground conditions
• Earthworks
• Bridges
• Connection to existing lines
• Summary
The Geotechnics of Ipswich Chord
3 The Geotechnics of Ipswich Chord
Project Background
• Forms part of the Felistowe to Nuneaton Freight Enhancements Project
• Ipswich Chord identified as an key CP4 business plan commitment
• Avoids the need to travel via London, avoids “run round “ in Ipswich with
associated restrictions on standage.
• First project to be delivered by Network Rail under a Development Consent Order
4
Ipswich Chord – Design & Build Team Structure
The Geotechnics of Ipswich Chord
Gfg
Southern Region MAFA
Design & Build Contractor
Multi
Disciplinary
Design
Signalling
Install and Test
Civils
Pryor (Earthworks)
Bachy Soletanche (Piling)
VibroMenard (ground
treatment)
Mabey (Steelwork)
+ others…..Rail
Systems
Civils &
Earthworks
5
Ipswich Chord – Scheme Elements
The Geotechnics of Ipswich Chord
• 1.3km twin-track chord (Bacon Factory Curve) between
LTN1 and ESK
• new 6m high embankment to support the new alignment
• two new double junctions at either end
• two new underbridges and widening of existing underbridge
• Replacement of existing life expired UB 404
• Associated S&C, Signalling, Civil Engineering, M&E and
Telecoms
LTN1
embankment widening retaining wall widening
ESK/BFC
tie-in
6
Ipswich Chord – Geotechnical Challenges
The Geotechnics of Ipswich Chord
• Ground investigation completed by others at Form A - limited by programme and site access
• Delays in confirmation of DCO resulted in < 3 months for detailed design
• Supplementary ground investigation was undertaken in parallel with detailed design
greater extent of soft ground beneath embankment
buried glacial channel
• Poor condition of existing earthworks (ESK in particular)
• Access to critical area of site for earthworks delayed > 6 months due to negotiations with
landowner
8
Chord Earthworks Optioneering
Earthwork Construction Period
- 18 months assumed
- Actual 8 months!
The Geotechnics of Ipswich Chord
Vibro concrete columns
or stone columns
Excavate & Replace
9
Chord Earthworks
The Geotechnics of Ipswich Chord
• Controlled Modulus Column (CMC) & load transfer mattress
• Settlement monitoring during & post-construction
Cross- section
from Form B &
or VM Form B
to show typical
construction
Graph/table to
show Form A vs
CMC treated
settlement
CMC Treatment
10 The Geotechnics of Ipswich Chord
Earthworks Monitoring
• settlement within CIV071 limits
• CMC treatment performed better
than predicted.
31/03/2013
open to traffic
predicted settlement
fill height
12 months < 5mm settlement
12 months < 10mm settlement
11
Ipswich Chord - Infrastructure
The Geotechnics of Ipswich Chord
Sproughton Rd Bridge River Gipping Bridge
Retaining Wall
Underpass
Boss Hall Junction: Bridge 404
LTN1
12 The Geotechnics of Ipswich Chord
Bridge 404
services
temporary
support
foundations
offline
temporary
supports
14
ESK & BFC tie in
The Geotechnics of Ipswich Chord
• Transition from CMC treated embankment to embankment widening
• risk of differential settlement
CMC treated
embankmentembankment widening
• Geotextile used to mitigate against differential settlement
• Settlement & track monitoring during & post construction
Ultra high strength &
stiffness geotextile
15
• Good TBI
• Sub-formation verification
testing
• Sub-formation geogrid
• Sub-grade geo-composite
• Type 1 sub-ballast
Granular embankment fill
Cohesive embankment fill
Geocomposite
Geogrid
Type 1
Boss Hall Junction - Trackbed Design
The Geotechnics of Ipswich Chord
16
Ipswich Rail Enhancements: Summary
The Geotechnics of Ipswich Chord
• Challenging programme – start on site 3-months from award of the contract!
• Challenging ground conditions, including (but not limited to):
• Soft ground beneath embankment
• Buried glacial channel
• Highly Constrained Site
• Live railway - majority of structures & embankment widening works undertaken without
possessions (adjacent line open working)
• Existing ‘Poor’ earthworks
• Access issues
• Three things helped the project succeed:
• Common Design Models - including services
• Close relationships between Design and Construction CRE’s, and the NR PE’s
- A commitment to each other to do everything in our power to get it done