SNC-Lavalin Atkins 16x9 Corporate Overview - CERN Indico
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Transcript of SNC-Lavalin Atkins 16x9 Corporate Overview - CERN Indico
Global reach
› An established and balanced footprint
› Greater “at-scale” European and
Middle Eastern presence
~16,000
employees
~12,000
employees
~17,500
employees
~4,500 employeesAmericas
Europe
Middle-East
& Africa
Asia Pacific
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Ground Engineering and Tunnelling
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› 345 strong staff
› Balanced team of engineering
geologists, geotechnical engineers
and other specialists
› 16 UK offices
› …with global reach
Hub Offices
Image courtesy of Crossrail
CERN Beam Dump
Partial Widening of Tunnel
Features Retention of Existing Unreinforced lining
6m of Widened Tunnel
Compound Radius Required
3.0m Internal Diameter
Services Tunnel Design
Specifications
Preliminary Options Development
Preliminary Option Costing
Construction Supervision
Image courtesy of Crossrail
CAPEX £14.8bn
Crossrail, London, UK
Features 100km of track
10 New & 30 Upgraded Stations
21km of Twin-bored Tunnels
6.20m Internal Diameter
Services Project Management
Tunnel, Depot & Station Design
Architectural Common Design Elements
Rail Systems Interfaces
Cost Estimating & Bills of Quantities
Risk, VE & Lean Processes
Data collection & statutory consents
Environmental Impact Assessment
Stakeholder Engagement
Contract Procurement Support
Construction Programme Development
Asset Protection
Image courtesy of Crossrail
CAPEX £21.4bn, 230km of track, 400kph design speed, 400m long trains, 18tph per direction
High Speed 2 , UK
Services
Professional Services Contracts (2012-17)
Preliminary/Reference Design (90km)
Environmental Services (EIA & ES) (70km)
Route-wide mass haul strategy
Route-wide utilities design and coordination
Hybrid Bill support through Parliament
Route-wide Off-site Build Design, structures
Route-wide Historic Environment Strategy
Delivery Strategy, BIM Strategy & WLC/V
Engineering Delivery Partner (to 2026)
Overseeing £8bn Main Works Civils, £3bn Stations Contracts,
£1.7bn Rail Systems & £900m Enabling Works contracts
Engineering Design Management
Environmental Management
Design Assurance & BIM Compliance
Planning Consents & Stakeholder Liaison
Systems Interfaces & Integration
Construction Management
Built Environment Civils/Structures (to 2023)
Image courtesy of Crossrail
CAPEX £21.4bn, 25km tunnel, deep shafts, river foreshore worksites, surface interface structures
Thames Tideway, London, UK
Services
Detail Design and construction phase services for contracting
JV on West Contract
Independent Cat III checking services for Central and West
Contracts
Tunnel Project in London, UK
› Leapfrog Works was used to rapidly develop a
ground model for a tunneling project in London.
› Borehole data was quickly brought into the model
and surfaces created.
› Infrastructure data could then be added allowing
for investigation of which strata any new tunnels
would be located.
› The amount of time needed to develop geological
models was less than for a traditional approach.
› Atkins was able to model geological strata
efficiently in 3D and as the model was dynamic,
these layers could be updated automatically when
more borehole data was added to the model.
› Visualization and drawing tools allowed for
efficient presentation of the model to others,
including using the free viewer software which
could be shard with the Client
East-West Rail Ground Model (EWR P2)
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› Quick and efficient tool to model a large area on EWR P2.
Bedrocks, superficial geologies and made ground were able to
be modelled.
› Integration of engineering design models (foundation,
structural, earthworks and route alignments) with ground
model.
› Using Leapfrog Works allowed for planning further GI in
targeted areas. New GI could dynamically update the model
once imported into the database, using the Keynetix.Cloud API.
› Visualization and drawing tools allowed for efficient
presentation of the model to others. Ease of sharing the model
with a wider audience. Promoted discussions around the
model.
› Sufficient exporting formats to make the model/ layers
compatible with other tools.
› Conclusion: Quick and efficient way to produce a geological
ground model for a long linear scheme. Certain of Leapfrog
Works limitations have been recorded in a technical note.
Rampion Offshore Wind Farm, UK, English Channel
› Site in English Channel underlain by Chalk and Tertiary
sediments
› Atkins provided a range of geological and geotechnical services
– offshore and in the office
› Preliminary ground model including desk study, foundation
optioneering study, and pre-FEED design for substructure
options
› Development of integrated 3D Ground Model with near real-time
updates during offshore GI
› Used combination of O&G geophysical software and GIS to
integrate and assess the geotechnical, geological, and
geophysical data
› Development of Ground Characterization and Engineering
Terrain Unit Mapping
› Ad-hoc technical assistance during construction period,
including real-time micro-siting of turbine locations.
Ground Deformation, O&G Facility
› Tasked with assessing the distribution of weak collapsible soils
across an existing O&G facility and determine the risk they posed
to the structures at the facility
› Desk-based review of available information – geotechnical
investigation records and reporting, design drawings, published
geological mapping & technical literature, publicly available satellite
imagery and InSAR data.
› Geospatial data analysis to determine distribution of weak
collapsible soils across the site.
› GIS-based assessment of the risk this posed to the various
structures at the site.
› Worked with the Client to identify investigation and mitigation
strategy.
› Later also assisted the Client to identify strategy for monitoring a
neighbouring active mud volcano.
› Example of InSAR data provided by SatSense to demonstrate
capability
For more information, contact Dr Andrew Hart; [email protected]
Confidential Rock Cavern Excavation Project in Hong Kong
› Leapfrog Works was used to rapidly develop a
ground model for a rock cavern project in
Hong Kong
› The amount of time needed to develop
geological models was less than for a
traditional approach.
› Atkins was able to model geological strata,
discontinuous soil layers, fault zones, mineral
veins, isolated soil lenses and hydrothermal
alteration zones efficiently in 3D and as the
model was dynamic, these layers could be
updated automatically when more borehole
data was added to the model.
› Visualization and drawing tools allowed for
efficient presentation of the model to others
› Compatible with other software
› Conclusion: Provided a more efficient and
effective geological ground modelling tool
Site Location
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Wylfa A
Wylfa Newydd
How Atkins made the difference
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Ground Investigation
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› Critical secondments to boost client’s technical
capability
› Rapid deployment of team of six to supervise
extremely large GI
› Interpretation of large dataset and delivery of
interpretative report to challenging deadlines
› Development of scope and detailed specification of
several phases of investigation
› Onshore and offshore (inter-tidal) investigations
› State-of-the-art data management system
› Interface with HoleBASE SI
› Several rounds of internal client and regulatory
review
Offshore Superficial Deposits
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Extracts from Atkins (2018) Detailed Offshore Ground Investigation (DOffGI), Final Interpretative Ground Investigation Report
Bedrock Classification
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X1, X2: Good quality
X3: Moderate quality
X4, Y: Poor quality
Extract from Hunt et al (2006) Development and Application of a Site-
Specific Rock Mass Classification Scheme for Wylfa Newydd New Build
Nuclear Power Station in the UK. ARMA 16-0088
Classification – Rock Mass (Rock Core)
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Good Quality: X1 or X2 (fresh to slightly weathered, fracture spacing >60mm)
Moderate or Poor Quality: X3, X4 or Y (moderately to completely weathered, fracture spacing typically <60mm)