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1 NAT 2004 NAT 2004 – Atlanta, GA Atlanta, GA SEM / NATM Design and Contracting Strategies SEM / NATM Design and Contracting Strategies SEM / NATM Design and SEM / NATM Design and Contracting Strategies Contracting Strategies Gerhard Urschitz, PE, Dr. G. Sauer Corporation Gerhard Urschitz, PE, Dr. G. Sauer Corporation Joseph Joseph Gildner Gildner, PE, Sound Transit, WA , PE, Sound Transit, WA NAT 2004 NAT 2004 – Atlanta, GA Atlanta, GA SEM / NATM Design and Contracting Strategies SEM / NATM Design and Contracting Strategies INTRODUCTION INTRODUCTION History of NATM in the US History of NATM in the US NATM Design Philosophy NATM Design Philosophy NATM Toolbox Concept NATM Toolbox Concept Procurement Strategy Procurement Strategy Contractor Pre Contractor Pre-Qualification Qualification Case Histories Case Histories Conclusions Conclusions NAT 2004 NAT 2004 – Atlanta, GA Atlanta, GA SEM / NATM Design and Contracting Strategies SEM / NATM Design and Contracting Strategies SEM / NATM / SCL / ….. SEM / NATM / SCL / ….. A Method with many names: A Method with many names: NATM NATM New Austrian Tunneling Method New Austrian Tunneling Method SEM SEM Sequential Excavation Method Sequential Excavation Method SCL SCL Shotcrete Lining Method Shotcrete Lining Method Shotcrete hotcrete Support upport Method ethod Sequential equential Support upport Method ethod Shotcrete hotcrete Method ethod Observational bservational Method ethod Observational bservational Tunneling unneling Method ethod For the Purpose of the Presentation: For the Purpose of the Presentation: NATM NATM NAT 2004 NAT 2004 – Atlanta, GA Atlanta, GA SEM / NATM Design and Contracting Strategies SEM / NATM Design and Contracting Strategies HISTORY OF NATM IN THE US HISTORY OF NATM IN THE US Since the early 1980s approx. 20 projects Since the early 1980s approx. 20 projects complete complete Introduced through Introduced through VECPs VECPs or competitive or competitive bidding (WMATA) bidding (WMATA) Currently many under design Currently many under design (e.g. Boston, New York, Kentucky, San (e.g. Boston, New York, Kentucky, San Francisco, Seattle, …) Francisco, Seattle, …) NAT 2004 NAT 2004 – Atlanta, GA Atlanta, GA SEM / NATM Design and Contracting Strategies SEM / NATM Design and Contracting Strategies WHAT IS NATM? WHAT IS NATM? Developed in Europe in the 1950s for rock tunnels Developed in Europe in the 1950s for rock tunnels Adapted for soft ground since 1968 Adapted for soft ground since 1968 (Frankfurt, Germany) (Frankfurt, Germany) NAT 2004 NAT 2004 – Atlanta, GA Atlanta, GA SEM / NATM Design and Contracting Strategies SEM / NATM Design and Contracting Strategies COST DEVELOPMENT COST DEVELOPMENT Subway Construction Munich (Running Tunnels)
Transcript
Page 1: 194P NATM Design & Contractingprojects.dr-sauer.com/.../376/files/sem-natm-design-and-contracting.… · 2 NAT 2004 – Atlanta, GA SEM / NATM Design and Contracting Strategies COST

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NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

SEM / NATM Design and SEM / NATM Design and Contracting StrategiesContracting Strategies

Gerhard Urschitz, PE, Dr. G. Sauer CorporationGerhard Urschitz, PE, Dr. G. Sauer CorporationJoseph Joseph GildnerGildner, PE, Sound Transit, WA, PE, Sound Transit, WA

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

INTRODUCTIONINTRODUCTION

•• History of NATM in the USHistory of NATM in the US

•• NATM Design PhilosophyNATM Design Philosophy

•• NATM Toolbox ConceptNATM Toolbox Concept

•• Procurement StrategyProcurement Strategy

•• Contractor PreContractor Pre--QualificationQualification

•• Case HistoriesCase Histories

•• ConclusionsConclusions

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

SEM / NATM / SCL / …..SEM / NATM / SCL / …..

A Method with many names:A Method with many names:

•• NATMNATM –– New Austrian Tunneling MethodNew Austrian Tunneling Method•• SEMSEM –– Sequential Excavation MethodSequential Excavation Method•• SCLSCL –– Shotcrete Lining MethodShotcrete Lining Method•• SShotcrete hotcrete SSupport upport MMethodethod•• SSequential equential SSupport upport MMethodethod•• SShotcrete hotcrete MMethodethod•• OObservational bservational MMethodethod•• OObservational bservational TTunneling unneling MMethodethod

For the Purpose of the Presentation: For the Purpose of the Presentation: NATMNATMNAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

HISTORY OF NATM IN THE USHISTORY OF NATM IN THE US

•• Since the early 1980s approx. 20 projects Since the early 1980s approx. 20 projects completecomplete

•• Introduced through Introduced through VECPsVECPs or competitive or competitive bidding (WMATA) bidding (WMATA)

•• Currently many under designCurrently many under design(e.g. Boston, New York, Kentucky, San (e.g. Boston, New York, Kentucky, San Francisco, Seattle, …)Francisco, Seattle, …)

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

WHAT IS NATM?WHAT IS NATM?

•• Developed in Europe in the 1950s for rock tunnelsDeveloped in Europe in the 1950s for rock tunnels•• Adapted for soft ground since 1968 Adapted for soft ground since 1968

(Frankfurt, Germany)(Frankfurt, Germany)

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

COST DEVELOPMENTCOST DEVELOPMENT

Subway Construction Munich (Running Tunnels)

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NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

COST COMPARISONCOST COMPARISON

67.5 %65.4 %44.5 %40.8 %- considering a 75% pit covering

93.0 %97.2 %63.5 %50.0 %- regardless of pit covering

Relative bid prices for NATM28.3 %32.7 %29.9 %20.0 %- 75% pit covering

46.6 %36.6 %39.2 %35.0 %- Reinforced concrete

15.6 %20.0 %20.8 %36.0 %- Support

9.5 %10.7 %10.1 %9.0 %- Earth work

Cost percentage for

100 %100 %100 %100 %Bid price for Cut-and-Cover

Bid Price Relationship for Metropolitan Railroads in Bochum

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

NATM ADAPTED FOR THE USNATM ADAPTED FOR THE US

•• Robust Design Robust Design instead ofinstead ofDecisions in the FieldDecisions in the Field

•• Compromising the Concept of theCompromising the Concept of the Observational Observational MethodMethod

•• Prescriptive DesignPrescriptive Design•• Design Peer ReviewsDesign Peer Reviews•• PrePre--Qualification ProcessQualification Process•• Requirements for CM and SupervisionRequirements for CM and Supervision

(Designers involved during construction)(Designers involved during construction)•• Approval of Proposed Means and MethodsApproval of Proposed Means and Methods•• Adjustment of Contingency StrategiesAdjustment of Contingency Strategies

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

NATM DESIGN PHILOSOPHYNATM DESIGN PHILOSOPHY

General Principle:General Principle:“Mobilizing the surrounding ground by “Mobilizing the surrounding ground by developing the maximum selfdeveloping the maximum self--supporting supporting capacity of the rock or soil” capacity of the rock or soil”

DevelopDevelop-- Excavation SequencesExcavation Sequences-- PrePre--supportsupport-- Face SupportFace Support-- Ground Improvement depending onGround Improvement depending on

GROUND CONDITIONSGROUND CONDITIONS and and SIZESIZE of STRUCTUREof STRUCTURE

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

““Greater skill is needed to avoid (minimize) Greater skill is needed to avoid (minimize) ground load than to resist it” ground load than to resist it” ((RzihaRziha, 1872), 1872)

Stronger or stiffer lining is not better!Stronger or stiffer lining is not better!

NATM DESIGN PHILOSOPHYNATM DESIGN PHILOSOPHY

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

NATM DESIGN PHILOSOPHYNATM DESIGN PHILOSOPHY

NATM DesignNATM Design

E&S ClassesE&S Classes NATM ToolboxNATM Toolbox

Hard Rock Soft Ground

Class 1: …..Class 2: …..Class 3: …..

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

NATM TOOLBOX CONCEPTNATM TOOLBOX CONCEPT

•• NATM Tunneling in Soft GroundNATM Tunneling in Soft Ground•• Varying or Complex GroundVarying or Complex Ground•• Multiple or Selected Multiple or Selected

-- PrePre--supportsupport-- Ground ImprovementGround Improvement-- Other Support ElementsOther Support Elements

•• In Addition to Standard Support MeasuresIn Addition to Standard Support Measures(Flashcrete, Shotcrete Lining, Dewatering)(Flashcrete, Shotcrete Lining, Dewatering)

•• Paid with Unit PricesPaid with Unit Prices

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NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

NATM TOOLBOX CONCEPTNATM TOOLBOX CONCEPT

NATM Toolbox ItemsNATM Toolbox Items

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

NATM TOOLBOX CONCEPTNATM TOOLBOX CONCEPT

Geometry and Sequence:Geometry and Sequence:•• Top Heading/Bench/InvertTop Heading/Bench/Invert•• Sidewall DriftSidewall Drift•• Dual Sidewall DriftDual Sidewall Drift

Sidewall Drift Improvements:Sidewall Drift Improvements:•• Foundation for SidewallFoundation for Sidewall•• Increase Bearing Capacity of SWIncrease Bearing Capacity of SW

PrePre--support Measures:support Measures:•• Rebar SpilingRebar Spiling•• Grouted Pipe SpilingGrouted Pipe Spiling•• Meal SheetsMeal Sheets•• Barrel VaultBarrel Vault

Face Stabilization:Face Stabilization:•• Face Stabilization WedgeFace Stabilization Wedge•• Pocket ExcavationPocket Excavation•• Face BoltsFace Bolts•• Reduced Round LengthReduced Round Length

Ground Improvement:Ground Improvement:•• Dewatering, Vacuum DewateringDewatering, Vacuum Dewatering•• Grouting (Permeation, Fracture, Jet)Grouting (Permeation, Fracture, Jet)

Annular Support:Annular Support:•• Additional ShotcreteAdditional Shotcrete•• Soil NailsSoil Nails•• Temporary InvertTemporary Invert

NATM Toolbox ItemsNATM Toolbox Items

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

NATM TOOLBOX CONCEPTNATM TOOLBOX CONCEPT

•• Application CriteriaApplication Criteria•• Estimated QuantitiesEstimated Quantities•• Standby and Standby and

InstallationInstallation•• “… as approved or “… as approved or

directed …”directed …”

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

•• Surface, Ground, InSurface, Ground, In--Tunnel MonitoringTunnel Monitoring•• Purpose: determine loosening zones and Purpose: determine loosening zones and

movements of ground and structuresmovements of ground and structures•• Reading frequency and reporting to make Reading frequency and reporting to make

decisions and verify assumptionsdecisions and verify assumptions

•• Who is reading?Who is reading?

NATM DESIGN PHILOSOPHYNATM DESIGN PHILOSOPHYInstrumentation and MonitoringInstrumentation and Monitoring

ContractorContractorEngineerEngineerIndependent SurveyorIndependent Surveyor

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

•• Traditional:Traditional: Means and Methods with the Means and Methods with the ContractorContractor

•• With NATM:With NATM: Designer has better Knowledge Designer has better Knowledge of the Groundof the Ground

•• Prescriptive Design:Prescriptive Design:Reduce Risk for Owner Reduce Risk for Owner and Contractorand Contractor

NATM DESIGN PHILOSOPHYNATM DESIGN PHILOSOPHYPrescriptive vs. Performance DesignPrescriptive vs. Performance Design

Degree of Prescriptiveness

Ris

k

Rec

omm

ende

d

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

NATM DESIGN PHILOSOPHYNATM DESIGN PHILOSOPHY

What do we prescribe?What do we prescribe?

•• Excavation Sequence (Type of Drift Excavation Sequence (Type of Drift Excavation)Excavation)

•• Advance LengthAdvance Length•• PrePre--support (Spiling, Barrel Vault, NATM support (Spiling, Barrel Vault, NATM

Toolbox)Toolbox)•• Support (Flashcrete, Lattice Girders, Support (Flashcrete, Lattice Girders,

Shotcrete)Shotcrete)•• WaterproofingWaterproofing•• Final Lining (Thickness and Final Lining (Thickness and

Reinforcement)Reinforcement)

Prescriptive vs. Performance DesignPrescriptive vs. Performance Design

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NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

Why do we prescribe?Why do we prescribe?•• Excavation Sequence (Type of Drift Excavation)Excavation Sequence (Type of Drift Excavation)•• Advance LengthAdvance Length•• PrePre--support (Spiling, Barrel Vault, NATM Toolbox)support (Spiling, Barrel Vault, NATM Toolbox)

Complex Geologic Conditions, Large Complex Geologic Conditions, Large Structures, Experience, Stability, SafetyStructures, Experience, Stability, Safety

•• Support (Flashcrete, Lattice Girders, Shotcrete)Support (Flashcrete, Lattice Girders, Shotcrete)Result of Complex AnalysesResult of Complex Analyses

•• WaterproofingWaterproofingToo Many Negative Case HistoriesToo Many Negative Case Histories

•• Final Lining (Thickness and Reinforcement)Final Lining (Thickness and Reinforcement)Analysis, receive the expected ProductAnalysis, receive the expected Product

NATM DESIGN PHILOSOPHYNATM DESIGN PHILOSOPHY

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

Where is the Flexibility for the Contractor?Where is the Flexibility for the Contractor?

•• Construction Sequence Construction Sequence •• Provide Minimum and Maximum Distances Provide Minimum and Maximum Distances

between Headings between Headings •• NATM ToolboxNATM Toolbox•• Equipment not SpecifiedEquipment not Specified•• Dry / Wet ShotcreteDry / Wet Shotcrete•• Field Decisions with Experienced CM TeamField Decisions with Experienced CM Team

NATM DESIGN PHILOSOPHYNATM DESIGN PHILOSOPHYPrescriptive vs. Performance DesignPrescriptive vs. Performance Design

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

PROCUREMENT STRATEGYPROCUREMENT STRATEGY

Contracting Options:Contracting Options:

•• DesignDesign--BidBid--BuildBuild

•• DesignDesign--BuildBuild

•• Cost plus FeeCost plus Fee

Balance of Risk and ControlBalance of Risk and Control

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

DESIGNDESIGN--BUILDBUILD

Motivation to choose DB:Motivation to choose DB:

•• Risk Allocation:Risk Allocation: TransferTransfer•• Efficiency:Efficiency: Performance Design based Performance Design based

on on availableavailable InformationInformation

Ownership of the GroundOwnership of the Ground

Requires strong (NATM) CM and Requires strong (NATM) CM and experienced contractorexperienced contractor

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

COST PLUS FEECOST PLUS FEE

•• Very Challenging EnvironmentVery Challenging Environment•• High Degree of Risk and ResponsibilityHigh Degree of Risk and Responsibility

Example: Exchange Place Station, NJExample: Exchange Place Station, NJ

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

PREQUALIFICATIONPREQUALIFICATION

•• Suitable and Appropriate Suitable and Appropriate (firm + individuals, financial capability & responsibility) (firm + individuals, financial capability & responsibility)

•• Complex Projects Complex Projects •• Maintain CompetitionMaintain Competition

Is it required?Is it required?YESYES

Russia WharfRussia WharfNONO

Berry StreetBerry Street

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NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

PROJECTPROJECT

Beacon Hill StationBeacon Hill StationSeattle, WASeattle, WA

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

PROCUREMENT STRATEGYPROCUREMENT STRATEGY

Conclusions:Conclusions:

•• NATM is still a new Technology in the USNATM is still a new Technology in the US•• Cost effective / Alternative TechnologyCost effective / Alternative Technology•• No “one fits all” Solution No “one fits all” Solution •• Designers to be involved through ConstructionDesigners to be involved through Construction•• Contractors / Unions to gain ExperienceContractors / Unions to gain Experience•• Better Marketing / more Discussions requiredBetter Marketing / more Discussions required

For an exciting future with an innovative technology!For an exciting future with an innovative technology!

NAT 2004 NAT 2004 –– Atlanta, GAAtlanta, GASEM / NATM Design and Contracting StrategiesSEM / NATM Design and Contracting Strategies

THANK YOU !THANK YOU !


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