PJA Design Presentation
PJA Design Presentation
PJA Design Presentation
Key Considerations
Pipe Jacking is an integrated system linking:
Soils Investigation
Soils investigation is key:
This influences excavation method temporary works length pipes ground stabilisation
Tunnelling methods depend on the stability of the ground Solutions to instability are either geotechnical processes or physical constraint Geotechnical options are extensive
Hand shields
Segmental Precast or insitu Piled Sheeted or timbered Battered Anchorages Shield entry and exit
The thrust wall takes the full jacking load Spreaders distribute the load Thrust wall failure key risk
Manhole requirements vary Shafts bases can be enlarged Caissons can fulfil mutiple roles Manhole utilisation impacts on project costs
thrust walls pipe design interjacks friction lubricants spoil removal engineering
Jacking Loads
Jacking loads comprise:
Lubrication
Concrete jacking pipes: EN 14457 Installation forces are key Follow manufacturers recommendations
Tolerances: 75mm for line, 50mm for level Setup and shield entry Regular checks Cautious realingment
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: