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Presentation TitlePresentation TitlePresentation TitlePresentation TitleThe Hooley Cutting Stabilisation Project
YGG – Geotechnics in the Rail Industry
Andrew J O’Donovan - BAM Ritchies
Introduction
• Why is this project relevant to the future of rail?• Background to the project• Design and Methodology Development
– Feasibility and Options• Implementation
– Enabling works– Main scheme– Resident interaction
• Safety and the Public• Innovation and Best Practice• Lessons learnt for the future
Project Teamand Stakeholders• Customer – Network Rail• Main Contractor – BAM – an integrated delivery team of
BAM Nuttall Rail and specialist ground engineering contractor BAM Ritchies
• Designer – Arup• Principal stakeholders
− Travelling public including Gatwick Airport passengers
− Train operating companies− Local residents− Local businesses including adjacent petrol station− Protected species of Roman Snail
History• Two adjacent cuttings
• 10-miles north of Gatwick
• Built c.1850
• 30m deep
Ground Investigation• 21nr BH; rotary follow-on up to 30m
• Rope access face inspection
•Window Samples and Trial pits
Ground Investigation
Feasibility Study
Dry Valley GravelsDry Valley GravelsDry Valley GravelsDry Valley Gravels
Enabling Works
• Nine day Christmas blockade
• 1000 lin-m of temp catch fence
• 260 lin-m of scaffold deck
• Improvements to RRV access point at the nearby mud flats
Main Works• 14,000m3 excavation• 55,000 lin m of drilling
– 3 types of drill rig• Beam and Grillage
– 220m3 spray concrete• Upside crest beam• 18,0002 meshing• Auxiliary works
– Demolition of two properties
– upper catch fence– removal of enabling works– reinstate 24nr gardens
Partial rePartial rePartial rePartial re----grading, soil nailing and mesh facinggrading, soil nailing and mesh facinggrading, soil nailing and mesh facinggrading, soil nailing and mesh facing
Soil nailing and mesh facing
Scheme Design
Area 1 - Tunnel Houses (up-line)
Upside crest view north
Upside crest looking north
Section 2 - Esso Houses (up-line)
Construction – Upside
Upside crest view north
Upside crest view south
Section 3 - Beam & Grillage
New beam and grillage
New beam and grillage
New beam and grillage
New beam and grillage
Previous Beam and Grillage Construction 2001
Section 4 – Central Spine (down-line)
Section 4 – Excavation and re-grade
View north to spine
View south from spine
Construction Issues
THE ROMAN SNAIL!THE ROMAN SNAIL!THE ROMAN SNAIL!THE ROMAN SNAIL!
• One team approach• Collaborative working• Observation cards from all on site• Safety committee meeting• Joint NR safety tours• Refined look-out system• Emergency procedure
– abseil rescue– line protection procedure
• High risk activities– operational railway– plant movements– working at height
Safety
• Steep slope working• Lightweight plant and equipment• High output plant• Methodologies• Latest high strength meshes• Training and safe systems• Use of sprayed concrete for Beam and Grillage• Bespoke temporary safety barriers to protect track and trains• Improved look-out system
Innovation and Best Practice
• Collaboration between Customer, Main Contractor and Designer makes for a better project
• One team approach provides for a integrated solution• Carefully developed safe systems of work enable work to be
undertaken while train operations continue as normal • Using modern advanced materials enable a ‘Do and forget’
approach• Use of active high strength materials rather than containment
materials• Everyone buying into a common safety regime leads to
improvements• Consideration of whole life costings essential on critical
structures especially on high use lines
Lessons Learnt
Presentation TitlePresentation TitlePresentation TitlePresentation Title
Thank you for your timeThank you for your timeThank you for your timeThank you for your time