Saudi mega infra-2013

DELIVERING WORLDDELIVERING WORLD --CLASS CLASS ROAD NETWORKS IN SAUDI ARABIA ROAD NETWORKS IN SAUDI ARABIA

THROUGH IMPROVED STAKEHOLDER THROUGH IMPROVED STAKEHOLDER COLLABORATIONCOLLABORATION

DR. MOHSEN FATEHY SHUAIBDR. MOHSEN FATEHY SHUAIBManager Manager of Structural Engineering of Structural Engineering -- Otaishan Consulting EngineersOtaishan Consulting Engineers

C.; E. Assoc. Prof. of Struc. Eng., AVS C.; E. Assoc. Prof. of Struc. Eng., AVS -- ( ( [email protected][email protected] ))

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INTRODUCTIONINTRODUCTION

InfraInfra--Structures management systems aims to:Structures management systems aims to:�� Maintain Public Safety and ConfidenceMaintain Public Safety and Confidence

�� Achieve a desired level of service Achieve a desired level of service

�� Provide Assets Accurate RecordsProvide Assets Accurate Records

�� Fulfill Legal ResponsibilitiesFulfill Legal Responsibilities

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MubarakMubaraki; 2010; i; 2010; ‘‘ Predicting Detrioration of the Saudi Arabian Urban Road Predicting Detrioration of the Saudi Arabian Urban Road NetworkNetwork’’, Ph D. Thesis, Nottingham University, UK., Ph D. Thesis, Nottingham University, UK.

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66

77

88

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LIFE CYCLE OF THE DESIGIN LIFE CYCLE OF THE DESIGIN OF ROADS AND BRIDGESOF ROADS AND BRIDGES

1010

1111

1212

1313

1414

FACTORS INFLUENCING ROADS AND FACTORS INFLUENCING ROADS AND HIGHWAY BRIDGE DESIGN HIGHWAY BRIDGE DESIGN

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II-- ROADS AND HIGHWAY ROADS AND HIGHWAY BRIDGE DESIGN REVIEW BRIDGE DESIGN REVIEW

AND STRUCTURAL AND STRUCTURAL INTEGRITYINTEGRITY

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DESIGN QUALITY PLAN DESIGN QUALITY PLAN

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Design Checks and ReviewsDesign Checks and Reviews

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1919

DESIGN APPROVALSDESIGN APPROVALS

aa-- SITUATION & LAYOUT APPROVALSITUATION & LAYOUT APPROVAL

2020

bb-- Final Design ApprovalFinal Design Approval

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Bridge Design ReportsBridge Design Reports

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When Should a Load Rating be Performed?

• Design stage

• Initial inventory inspection

• Change in the live loading

• Change in the dead load on the structure

• Physical change in any structural memberof the bridge

• Change in load rating method

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Quality Procedures Quality Procedures

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IIII-- INTERNATIONAL INTERNATIONAL

ANDANDLOCAL STANDARDSLOCAL STANDARDS

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2727

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INENTORY LOADING (1.8 * HS20-44)

OPERATING LOADING

3030

*

EXCEPTIONAL LOAD

IIIIII-- DESIGN AND DESIGN AND

CONSTRUCTION FEASIBILITYCONSTRUCTION FEASIBILITY

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SUPER STRUCTURE SELECTIONSUPER STRUCTURE SELECTION

�� Material function and availabilityMaterial function and availability

�� Construction costConstruction cost

�� Speed of construction and constructabilitySpeed of construction and constructability

�� Design complexityDesign complexity

�� Maintenance costs and life expectancyMaintenance costs and life expectancy

�� Environmental concernsEnvironmental concerns

�� AestheticsAesthetics

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Need of Innovations in Construction Materials

Infrastructure Decay Problems in Developed Countrie s- More Durable Materials should be Developed- Efficient and Effective Repair Materials are Requi red

Rapid Growth in Developing Countries (e.g., China)- Requirements on Material Durability, Sustainabilit y

as well as Construction Efficiency

Improvement of Living Quality- Functional Materials that are Self-Cleaning,

Sound-Proof, etc

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Advanced Materials

Microcomposite Steel Rebar FRP Rebar

Corrosion Sensing with Fiber Optics Concrete for Sustainable Development

A – TiO2 CoatedB – Normal Tile

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SOME BRIDGE SOME BRIDGE MATERIAL TRENDSMATERIAL TRENDS

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II-- EPOXY COATED REBARSEPOXY COATED REBARS

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Hot-Dip Galvanized vs. Epoxy Coated

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SRCSRC--CEMENT (TYPE CEMENT (TYPE ––V)V)

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4343

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What is FRP?Composite = combination of two or more materials to form a new and useful material with enhanced properties in comparison to the individual constituents (concrete, wood, etc.)

� FRPs consist of:1. Fibres2. Matrix (Resin, Fillers & Additives)

Uses of FRP in Construction

1. Internal reinforcement of concrete

2. External strengthening of concrete

Corrosion of steel reinforcement in concrete structures contributes to infrastructure deterioration

Use non-corrosive FRP reinforcement

Provide external tension or confining reinforcement (FRP plates, sheets, bars, etc.)

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SEISMIC PERFORMANCE SEISMIC PERFORMANCE OF HIGHWAY BRIDGESOF HIGHWAY BRIDGES

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5151

5252

5353

5454

5555

5656

5757

5858

5959

6060

6161

SEISMIC PERFORMANCE SEISMIC PERFORMANCE OF HIGHWAY BRIDGESOF HIGHWAY BRIDGES

6262

6363

6464

6565

6666

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Response Spectrum, Construction Using 3-Point Metho d

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CONTRACTOR FEEDBACK FOR CONTRACTOR FEEDBACK FOR PROJECT VIABILITYPROJECT VIABILITY

ENG. HASSAN IBRAHIM, SHADE CORPORATIONENG. HASSAN IBRAHIM, SHADE CORPORATION

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7272

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7474

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THANKS

FOR ATTENTION