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GTL Helical (screw)
                       Piling

                        Oil & Gas Division


                                                   GTL Partner ship

Innovation below GroundTM – Foundation Solutions
Why use our solution in Oil & Gas?
• Speed of installation - typically a standard            • Adaptable - Pile can be tailored to suit the             • Program acceleration – If program
6m pile takes on average fifteen minutes to install.      ground conditions from cohesive (clays) to                 requires acceleration then this can be achieved
This reduces contract program time, on site prelims,      cohesionless (sands and gravels) soils or a                quickly by deploying an additional power-head and
speed to market and plant closures amongst other          combination of both.                                       hydraulic unit. There is no waiting for additional
factors.                                                                                                             materials or deliveries as this would already be on
                                                          • Reduced resource – a typical crew consists               site.
• Sustainable         and      environmentally            of three. An advantage on hazardous sites where
friendly – by reversing the installation process the      mitigating risk is paramount.                              • Minimal Soil Disturbance – due to
helical pile can be decommissioned and re-used                                                                       installation method unlike CFA or Rotary Bored.
leaving a Greenfield site.                                • Guaranteed product – quality control of                  Especially through sand and gravels
                                                          steel and fabrication gives confidence in the quality
• Reduced Environmental Impact -                          of the pile in the ground prior to installation.           • Close proximity – to services, existing
Installation procedure produces minimal vibration                                                                    foundations and buildings. No undermining.
and noise, allowing installation close to noise           • End Bearing – the steel helix plate gives you
sensitive areas and night time operations.                very good end bearing characteristics, with very little    • Resistance           to      tension         and
                                                          remoulding of the soil surface due to installation.        compression        – the pile can be used as a
• No spoil – with the spiraling cost of muck away                                                                    tension anchor and soil nail.
the solution proves to be financially and                 • Flexible - Helix plates can be spaced to give
environmentally viable especially in contaminated         particular failure conditions (end bearing or shaft).      • Restricted access - Segmented sections
ground.                                                                                                              for reduced head heights – piles can be installed
                                                          • Comparable - Monitoring of soils quality and             under pipe racks.
• No Concrete - no curing time so loads can be            capacity during installation, direct comparison to
applied immediately. A 60m mast foundation can be         available site investigation and preliminary pile tests.   • Cold temperature conditions - unlike
installed within one day.                                                                                            concrete that can only be installed above freezing
                                                          • Soil variability - Unforeseen variability in soils       point without specialist equipement.
• Less disruption - Reduced deliveries unlike             can be overcome by the addition of helical plates.
the wet trades, means less disruption to other on site                                                               • Low mobilisation/demobilistation
activities.                                               • Quick test results - Preliminary Pile tests              costs – equipment is delivered by a low loader
                                                          and results can be carried out and received with 48
• Up to 95% National Content – GTL train                  hours of starting test setup.
local labour under Supervision to install helical piles                                                              • Corrosion – within aggressive soils can be
                                                                                                                     accomadated
                                                          • On site Modifications - Variability in
• Workmanship – not so reliant on skill of rig            penetration depth is achieved by additional pile
operator. Minimumal Instruments required to minitor       sections.                                                  • No liners/casings – no requirement for
pile installation reducing errors and calibration.                                                                   piling thorugh perched water tables or underground
                                                                                                                     water courses.
                                                          • Reinforcement cages – do not require full
• Waste – minimal materials wasted. Off site pre-         length reinforcement cages and the problems
fabrication of piles and grillages reduces site waste     associated
and disposal costs
114mm Ø Helical pile with 350mm Ø plate penetrating 1200mm frost zone




Helical piles installed to North Platform and Grillage 7 awaiting top cap and heave
                                        sleeve
Helical pile top cap with raking piles to accommodate high lateral loads




                Steel foundation grillage fire protected
GTL Power-head
installing helical
piles under pipe
     racking
Final Helical pile section with heave sleeve
    being installed under live pipe rack




                                               National operatives ensure the pile
                                                head is installed to datum under
                                                        GTL Supervision
North platform and pipe structure fire   Grillage installed under pipe rack as
              protected                          main header support.
To benefit from this solution please contact our
                    UK office

           Tel: +44 (0)1403 741166
        E-mail: info@gtl-partnership.com
         Web: www.gtl-partnership.com

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GTL Oil & Gas Supplement

  • 1. GTL Helical (screw) Piling Oil & Gas Division GTL Partner ship Innovation below GroundTM – Foundation Solutions
  • 2. Why use our solution in Oil & Gas? • Speed of installation - typically a standard • Adaptable - Pile can be tailored to suit the • Program acceleration – If program 6m pile takes on average fifteen minutes to install. ground conditions from cohesive (clays) to requires acceleration then this can be achieved This reduces contract program time, on site prelims, cohesionless (sands and gravels) soils or a quickly by deploying an additional power-head and speed to market and plant closures amongst other combination of both. hydraulic unit. There is no waiting for additional factors. materials or deliveries as this would already be on • Reduced resource – a typical crew consists site. • Sustainable and environmentally of three. An advantage on hazardous sites where friendly – by reversing the installation process the mitigating risk is paramount. • Minimal Soil Disturbance – due to helical pile can be decommissioned and re-used installation method unlike CFA or Rotary Bored. leaving a Greenfield site. • Guaranteed product – quality control of Especially through sand and gravels steel and fabrication gives confidence in the quality • Reduced Environmental Impact - of the pile in the ground prior to installation. • Close proximity – to services, existing Installation procedure produces minimal vibration foundations and buildings. No undermining. and noise, allowing installation close to noise • End Bearing – the steel helix plate gives you sensitive areas and night time operations. very good end bearing characteristics, with very little • Resistance to tension and remoulding of the soil surface due to installation. compression – the pile can be used as a • No spoil – with the spiraling cost of muck away tension anchor and soil nail. the solution proves to be financially and • Flexible - Helix plates can be spaced to give environmentally viable especially in contaminated particular failure conditions (end bearing or shaft). • Restricted access - Segmented sections ground. for reduced head heights – piles can be installed • Comparable - Monitoring of soils quality and under pipe racks. • No Concrete - no curing time so loads can be capacity during installation, direct comparison to applied immediately. A 60m mast foundation can be available site investigation and preliminary pile tests. • Cold temperature conditions - unlike installed within one day. concrete that can only be installed above freezing • Soil variability - Unforeseen variability in soils point without specialist equipement. • Less disruption - Reduced deliveries unlike can be overcome by the addition of helical plates. the wet trades, means less disruption to other on site • Low mobilisation/demobilistation activities. • Quick test results - Preliminary Pile tests costs – equipment is delivered by a low loader and results can be carried out and received with 48 • Up to 95% National Content – GTL train hours of starting test setup. local labour under Supervision to install helical piles • Corrosion – within aggressive soils can be accomadated • On site Modifications - Variability in • Workmanship – not so reliant on skill of rig penetration depth is achieved by additional pile operator. Minimumal Instruments required to minitor sections. • No liners/casings – no requirement for pile installation reducing errors and calibration. piling thorugh perched water tables or underground water courses. • Reinforcement cages – do not require full • Waste – minimal materials wasted. Off site pre- length reinforcement cages and the problems fabrication of piles and grillages reduces site waste associated and disposal costs
  • 3. 114mm Ø Helical pile with 350mm Ø plate penetrating 1200mm frost zone Helical piles installed to North Platform and Grillage 7 awaiting top cap and heave sleeve
  • 4. Helical pile top cap with raking piles to accommodate high lateral loads Steel foundation grillage fire protected
  • 6. Final Helical pile section with heave sleeve being installed under live pipe rack National operatives ensure the pile head is installed to datum under GTL Supervision
  • 7. North platform and pipe structure fire Grillage installed under pipe rack as protected main header support.
  • 8. To benefit from this solution please contact our UK office Tel: +44 (0)1403 741166 E-mail: info@gtl-partnership.com Web: www.gtl-partnership.com