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PJA Design Presentation

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Pipe Jacking Design and Best Installation Practice

Prepared by the Pipe Jacking Association

Key Considerations
Pipe Jacking is an integrated system linking:

soils jacking shafts pipes shields jacking loads engineering

Soils Investigation
Soils investigation is key:
This influences excavation method temporary works length pipes ground stabilisation

Soils Data Requirements


Differing ground needs to be assesed as appropriate:

Non-cohesive soils Cohesive soils Mixed soils Fill Rock

Water presence is a key factor

Unstable Ground Conditions

Tunnelling methods depend on the stability of the ground Solutions to instability are either geotechnical processes or physical constraint Geotechnical options are extensive

Excavation: Open Face

Hand shields

Excavation: Open Face

Hand shields Backacter

Excavation: Open Face

Hand shields Backacter Cutter boom

Excavation: Closed Face

Pressurised slurry Compressed air Earth pressure balance

Temporary Works: Shafts and Shield Entry


Segmental Precast or insitu Piled Sheeted or timbered Battered Anchorages Shield entry and exit

Temporary Works: Thrust Walls

The thrust wall takes the full jacking load Spreaders distribute the load Thrust wall failure key risk

Temporary Works: Manholes

Manhole requirements vary Shafts bases can be enlarged Caissons can fulfil mutiple roles Manhole utilisation impacts on project costs

Jacking Lengths and Friction Loads


Design variables include:

thrust walls pipe design interjacks friction lubricants spoil removal engineering

Jacking Loads
Jacking loads comprise:

face loads pipe string weight friction misalignment time delays

Frictional forces 0.5 to 2.5 tonnes per square metre

Lubrication

Bentonite Soil type dependent Foams

Pipe Jacking Pipes

Concrete jacking pipes: EN 14457 Installation forces are key Follow manufacturers recommendations

Best Installation Practice: Loading

Thrust load and anchorage Load transfer Control/failsafe Interjacks

Best Installation Practice: Steering


Tolerances: 75mm for line, 50mm for level Setup and shield entry Regular checks Cautious realingment

Best Installation Practice: Records


Monitoring Main survey checks Line and level Shield position Pipe rolling Main jacking load Interjack load Shield load Total load Surface checks

Summary
Design:

Ground Excavation method Temporary works Jacking loads Lubricants Pipes and joints

Installation:

Steering Loading Records

Pipe Jacking Association


10 Greycoat Place, London SW1P 1SB Tel: 0845 070 5201 Fax: 0845 070 5202 Email: secretary@pipejacking.org Website: www.pipejacking.org

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