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MAGNUM Informational Bulletin ISO-HAP1-12B

Helical Pile Applications in
Oil and Gas Industry
by Howard A. Perko, Ph.D., P.E.
Magnum Geo-Solutions, LLC

Copyright 2011 – Howard A. Perko, All
Rights reserved. May be distributed
and printed by express written
permission of the author only.
What is a Helical Pile?
Plate Cap

Helical Piles:
Extension

Coupling

Central Steel Shaft with One
or More Helix Shaped
Bearing Elements that is
Screwed Into the Ground to
Support the Loads of
Structures

Lead
Pitch
Helix

Pilot Point
Copyright © 2011 – Howard A. Perko

(a.k.a. Helical Piers, Screw
Piles, Torque Anchors, Auger
Screw Piles, Helix Piers)
Bearing Capacity & Sizing
Helical Piles are sized using
traditional soil mechanics:

Individual Bearing
Q=

R2(1.3cNc+ Nq)

Cylindrical Shear
Q = 2 RL(c+K tan ) +
R2(1.3cNc+ Nq)
Limit State = Cylindrical Shear
or Individual Bearing,
whichever is less.

From Perko (2009)
Helical Piles
Copyright © 2011 – Howard A. Perko
Why Use Helical Piles?
Save Money
Easy to Transport to Remote Sites

Doesn’t Produce Drill Spoil
Minimal Site Work

Save Time
Rapid Installation
No Concrete Curing
Set Platforms Directly on Piles

Proven Technology
Invented in 1836
Appears in 2009 IBC
ISO2009 Accredited Manufacturer
Copyright © 2011 – Howard A. Perko
Gas Compressor Pad
90 tons

Designing the foundations for vibrating machines is not as simple as dividing the
weight amongst the piles. The lifespan and maintenance cycle of compressors and
other machines is greatly diminished with improper foundation design and excessive
vibrations.
Copyright © 2011 – Howard A. Perko
Pipe Rack Foundations

Copyright © 2011 – Howard A. Perko
Compressor Pad
Construction

Copyright © 2011 – Howard A. Perko
Completed Compressor
Pad

Helical piles saved $100,000 per compressor pad versus conventional heavy
reinforced concrete mat. Compressors were started without incident, vibrations were
within target levels, and compressors continue to operate without flaw.
Copyright © 2011 – Howard A. Perko
Installation and Load
Tests

Load tests passed with good results. Measured 0.28 inches movement at 110 kips
design compression and tension loads. Installation was completed on budget and on
schedule.
Copyright © 2011 – Howard A. Perko
Installation Photos

MH425 helical piles installed on schedule and on budget.
Copyright © 2011 – Howard A. Perko
Installation Over Water

Installation of helical piles over water helped protect wetlands from risks of silt,
spoil, and contaminants.
Copyright © 2011 – Howard A. Perko
Use of Battered Piles

Contractor was able to replace 80 large pre-cast driven piles under this pipeline
thrust block with just 20 helical piles by incorporating batter angle to handle lateral loads.
Copyright © 2011 – Howard A. Perko
Pipeline Support

Adjustable caps were used under pipe racks so that bolting could be done instead
of welding.
Copyright © 2011 – Howard A. Perko
Limited Site Access

Helical piles installation equipment was able to access areas that drilling and pile
driving equipment could not.
Copyright © 2011 – Howard A. Perko
Platform Design

MAGNUM Patent Pending Design created by Magnum Geo-Solutions, LLC to
provide harmonic dampening and keep harmonic motion within tolerable limits.
Copyright © 2011 – Howard A. Perko
MAGNUM Quality

Many convenient features including steel plate for electrical, integrated access step,
and crane lift points. Meets NEC specifications for grounding.
Copyright © 2011 – Howard A. Perko
Platform Installation

MAGNUM Steel Platform is set in afternoon of same day as helical pile installation.
Note same excavator being used to crane 9,000 lb platform in place.
Copyright © 2011 – Howard A. Perko
Pump Unit in Place

Old School
Pre-Cast

Copyright © 2011 – Howard A. Perko

New MAGNUM
“Concrete-Less”
Pump Platform
Still Going!

MAGNUM Steel Platform resists frost heave, expansive soils, settlement, and
shallow soil shifting. These foundations reduce risk of costly shut-downs.
Copyright © 2011 – Howard A. Perko

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Helical piles for gas and oil industry

  • 1. MAGNUM Informational Bulletin ISO-HAP1-12B Helical Pile Applications in Oil and Gas Industry by Howard A. Perko, Ph.D., P.E. Magnum Geo-Solutions, LLC Copyright 2011 – Howard A. Perko, All Rights reserved. May be distributed and printed by express written permission of the author only.
  • 2. What is a Helical Pile? Plate Cap Helical Piles: Extension Coupling Central Steel Shaft with One or More Helix Shaped Bearing Elements that is Screwed Into the Ground to Support the Loads of Structures Lead Pitch Helix Pilot Point Copyright © 2011 – Howard A. Perko (a.k.a. Helical Piers, Screw Piles, Torque Anchors, Auger Screw Piles, Helix Piers)
  • 3. Bearing Capacity & Sizing Helical Piles are sized using traditional soil mechanics: Individual Bearing Q= R2(1.3cNc+ Nq) Cylindrical Shear Q = 2 RL(c+K tan ) + R2(1.3cNc+ Nq) Limit State = Cylindrical Shear or Individual Bearing, whichever is less. From Perko (2009) Helical Piles Copyright © 2011 – Howard A. Perko
  • 4. Why Use Helical Piles? Save Money Easy to Transport to Remote Sites Doesn’t Produce Drill Spoil Minimal Site Work Save Time Rapid Installation No Concrete Curing Set Platforms Directly on Piles Proven Technology Invented in 1836 Appears in 2009 IBC ISO2009 Accredited Manufacturer Copyright © 2011 – Howard A. Perko
  • 5. Gas Compressor Pad 90 tons Designing the foundations for vibrating machines is not as simple as dividing the weight amongst the piles. The lifespan and maintenance cycle of compressors and other machines is greatly diminished with improper foundation design and excessive vibrations. Copyright © 2011 – Howard A. Perko
  • 6. Pipe Rack Foundations Copyright © 2011 – Howard A. Perko
  • 7. Compressor Pad Construction Copyright © 2011 – Howard A. Perko
  • 8. Completed Compressor Pad Helical piles saved $100,000 per compressor pad versus conventional heavy reinforced concrete mat. Compressors were started without incident, vibrations were within target levels, and compressors continue to operate without flaw. Copyright © 2011 – Howard A. Perko
  • 9. Installation and Load Tests Load tests passed with good results. Measured 0.28 inches movement at 110 kips design compression and tension loads. Installation was completed on budget and on schedule. Copyright © 2011 – Howard A. Perko
  • 10. Installation Photos MH425 helical piles installed on schedule and on budget. Copyright © 2011 – Howard A. Perko
  • 11. Installation Over Water Installation of helical piles over water helped protect wetlands from risks of silt, spoil, and contaminants. Copyright © 2011 – Howard A. Perko
  • 12. Use of Battered Piles Contractor was able to replace 80 large pre-cast driven piles under this pipeline thrust block with just 20 helical piles by incorporating batter angle to handle lateral loads. Copyright © 2011 – Howard A. Perko
  • 13. Pipeline Support Adjustable caps were used under pipe racks so that bolting could be done instead of welding. Copyright © 2011 – Howard A. Perko
  • 14. Limited Site Access Helical piles installation equipment was able to access areas that drilling and pile driving equipment could not. Copyright © 2011 – Howard A. Perko
  • 15. Platform Design MAGNUM Patent Pending Design created by Magnum Geo-Solutions, LLC to provide harmonic dampening and keep harmonic motion within tolerable limits. Copyright © 2011 – Howard A. Perko
  • 16. MAGNUM Quality Many convenient features including steel plate for electrical, integrated access step, and crane lift points. Meets NEC specifications for grounding. Copyright © 2011 – Howard A. Perko
  • 17. Platform Installation MAGNUM Steel Platform is set in afternoon of same day as helical pile installation. Note same excavator being used to crane 9,000 lb platform in place. Copyright © 2011 – Howard A. Perko
  • 18. Pump Unit in Place Old School Pre-Cast Copyright © 2011 – Howard A. Perko New MAGNUM “Concrete-Less” Pump Platform
  • 19. Still Going! MAGNUM Steel Platform resists frost heave, expansive soils, settlement, and shallow soil shifting. These foundations reduce risk of costly shut-downs. Copyright © 2011 – Howard A. Perko