Helical pile Foundation solution brochure

1. FIRST PIONEERED IN 1833
Great Success comes from Great SupportTM
HELICAL (SCREW) PILE SUPPLEMENT

2. HELICAL (SCREW) PILE TECHNOLOGY
WHO ARE WE?
We are a leading International foundation
solution company, specialising in Helical
(screw) Pile technology.
We have an unsurpassed reputation for
innovation, quality and performance. Our
commitment to quality in every aspect of our
business has been one of the driving forces
behind our International success and a key
influencer for Clients looking for an Engineering
solutions partner. We have built a reputation as
a problem solver with a unique ability to handle
special applications and unusual situations.
Over the years, we have built up a strong
reputation as a company that is comfortable in
handling special applications in unusual
situations. We helps solve our clients
challenges in a professional, friendly and
supportive way.
GTL provide a complete solution at every stage
of a project
Concept stage
Feasibility, concept development and cost
estimation
Design stage
Geotechnical interpretation, structural/civil
design and fabrication drawings
Construction stage
Supply and installation
Experience the Difference
Our ethos of innovation, integrity, agility and
speed of execution distinguishes us from our
would-be ‘competitors’ and allows us to execute
challenging projects with speed, efficiency,
quality and value beyond the capabilities of
other companies. We employ only the best
Engineers who foster a positive, ‘can-do’
attitude.
We pride ourselves on having an innovative
culture where thinking outside the box is
encouraged.

3. For any project, the most opportune time to
make the biggest positive impact on project cost
and the schedule is early in the conceptual
phase. Listening and exploring options with our
Clients, helping identify critical issues for
optimising overall project economics at concept
stage is where we add most value
What we do best
taking on the ambitious to stay ahead
Innovation is always at the forefront of our
minds, and in 2004 GTL identified the benefits
of the helical (screw) pile as an innovative
alternative to traditional foundations and piling.
From there we moved to develop a
revolutionary method for constructing and
installing foundations using Helical (screw) pile
technology.
We now offer a wide portfolio of specialist
services and solutions from the design,
fabrication and installation of foundation
solutions for major construction projects,
through to smaller, eclectic projects.
5 Facts
1. Helical are not new
2. Over 1.2 million HSP’s are installed per year
in the UK, USA, China, Japan, Canada, New
Zealand, Australia. This number is
increasing every year.
3. GTL were the first company to design and
install in Iraq and Kazakhstan.
4. In 1866 HSP’s were used to construct
Brighton Pier and in 2013 GTL installed
additional piles.
5. Used for high profile projects.
6. Endorsed by Major EPC Companies and
Majors
A Helical (screw) Pile?
The GTL Helical (screw) Pile foundation is an
innovative and sustainable foundation solution.
The helical pile, also incorrectly referred to as a
screw pile, consists of a central hollow shaft of
various diameters and sectional thickness, with
helical plates strategically welded at given
spacing.
Design depth is achieved by mechanically
connecting additional shaft sections of differing
lengths which are normally governed by
equipment and site restrictions. The helixes are
rotated into the ground to a pre-designed depth.
Each helical plate on any single pile will be of
the exact same pitch as one another, which
minimises soil disturbance during installation
compared with conventional piling techniques.
The diameter of the helical plates are governed
by the pre-determined loading and soil
conditions. Loads are transferred to the soils by
the helical plates and shaft friction. The overall
number and spacing of the plates are designed
to maximise the allowable load capacity of the
soils.
The technology of the GTL helical pile
foundation is not so much in the manufacturing
of the product but rather in the specific
engineering design, with the foundation being

4. designed as a solution to a particular
requirement or condition.
Helical piles are referred to as small
displacement piles and designed in accordance
with International Standards or to the standards
relevant to a specific country.
Old Technology Re-engineered
The first recorded use of a helical pile was in
1836 by a blind Brick-maker and Civil Engineer
named Alexander Mitchell. Mitchell was born in
Ireland on April 13, 1780, and attended Belfast
Academy. He lost his sight gradually from age 6
to age 21. Being blind limited Mitchell’s career
options, so he took up brick making during the
day and studied mechanics, mathematics,
science, and building construction in his leisure
time.
One of the problems that puzzled Mitchell was
how to better found marine structures on weak
soils, such as sand reefs, mudflats, and river
estuary banks. At the age of 52 Mitchell devised
a solution to this problem, the helical pile.
In 1833, Mitchell patented his invention in
London. Mitchell called the device a “screw pile”
and its first uses were for ship moorings. The
pile was turned into the ground by human and
animal power using a large wood handle wheel
called a capstan. Screw piles on the order of 6
m long with 127-mm diameter shafts required
as many as 30 men to work the capstan. Horses
and donkeys were sometimes employed as well
as water jets.
In 1838, Mitchell used screw piles for the
foundation of the Maplin Sands Lighthouse on a
very unstable bank near the entrance of the
river Thames in England. The foundation
consisted of nine wrought-iron screw piles
arranged in the form of an octagon with one
screw pile in the centre. Nine piles were
installed to a depth of 6.7 m by human power in
nine consecutive days.
In 1853, Eugenius Birch started using Mitchell’s
screw pile technology to support seaside piers
throughout England. The first of these was the
Margate Pier. The piers themselves supported
the weight of pedestrians, carts, buildings, and
ancillary structures. The foundations had to
support tidal forces, wind loads, and occasional
ice flows. Screw piles also were used to support
Blankenberg Pier in Belgium in 1895.
During the expansion of the British Empire,
screw piles were used to support new bridges in
many countries on many continents.
Technical articles were published in ‘The
Engineering and Building Record’ in 1890 and
in ‘Engineering News’ in 1892 regarding bridges
supported on screw piles. As a result of British
expansion, screw piles were soon being applied
around the World.
From about 1900 to 1950, the use of helical
piles declined. During this time, there were
major developments in mechanical pile-driving
and drilling equipment. However, with the
development of modern hydraulic torque
motors, advances in manufacturing, and new
galvanising techniques, the modern helical pile
evolved primarily for anchor applications until
around 1980 when engineer Stan Rupiper
designed the first compression application in
the U.S. using modern helical piles (Rupiper,
2000).

5. The Helix (screw) pile design is just as effective
in the 21st Century as it was back in the 19th
Century. It continues to be installed throughout
the World.
Design Engineering
Helical (screw) Pile designs are developed by
GTL’s in-house Engineers taking into the
account the performance specifications of the
Client and the available geotechnical
information for the project.
The design of the GTL Helical (screw) pile
utilises the same conventional geotechnical
theory as used for the design of CFA or rotary
bored piles.
GTL do not use torque as a basis of design nor
for pile set. Torque versus soil stiffness is used
on site to monitor variable soil conditions that
may affect the performance of the piles. Piles
are designed and plate spacing and depths set
on consideration of the geotechnical site
investigation information.
Helical (screw) piles can be designed to take
into account compression, tension loads and
load reversals.
The nature of the Helical (screw) pile is such
that it accommodates the forces from expansive
soils and negative skin friction. Lateral loads
can be designed for using pile groups, single
piles with larger diameter steel sections or
GTL’s centrifugal pile to enhance lateral
capacity.
Compatibility with the structure
✦ Designing to resist fatigue
✦ Designing to tight deflection criteria
✦ Ductility performance
✦ Elastic shortening
✦ Durability
✦ Seismic failure mechanism
✦ Simplicity of connection
✦ Being able to align loads with anchors
Compatibility with the ground
✦ Slender shaft reducing negative skin friction
✦ Ability to spread load in weak strata
✦ Ability to develop high tension loads
✦ Ability to develop high end bearing loads
✦ Ease of extension and reaching greater
depths
✦ Ductile geotechnical failure mechanism
✦ Cyclical loading performance•
✦ Ability to deal with the un-expected while
minimising the costs
Soil Investigations
Geotechnical Engineering plays an essential
role in Helical (screw) Pile engineering works.
A good ground investigation is key to providing
a sound engineered design and to reduce risk
at all stages of the project.

6. Therefore GTL recommend that a ground
investigation is carried out at the earliest
possible stage and to a sufficient depth to
thoroughly explore the soil conditions under the
site.
Installation
The Helical (screw) pile is rotated into the
ground by means of a bi-directional auger,
hydraulically powered by an excavator or similar
hydraulic powered equipment.
Throughout the installation process GTL
monitors the installation torque and pile
alignment.
Installation can be undertaken anywhere that
you can accommodate an excavator or
hydraulic equipment i.e. crane, forklift etc
Installation over water can be performed from a
barge, floating pontoon and an engineered
platform, as we designed for Brighton Pier.
GTL monitor the installation torque for the
following reasons:
✦ To provide a qualitative assessment of the
soils being penetrated at various depths. The
recorded installation torque and depth will be
interpreted against the existing soil data, by
way of a graph. By interpreting the soil data
against the installation torque, a correlation
can be obtained that enables a simple
verification strategy to be determined.
✦ To maintain the integrity of the Helical (screw)
pile during installation and to mitigate damage
through exceeding torsional strength to any of
the pile’s components. Each Helical (screw)
pile has a maximum stress level and this must
not be exceeded.
Grillages and pile caps
GTL design grillages to group piles together and
to accommodate the structures specific
performance requirements. All our grillage
designs conform to International Standards.
Tolerances
The ICE Piling Specification stipulates certain
maximum permitted deviation of the finished
pile, these being:Vertical deviation at any level
is 1 in 75. Any part of the finished pile from the
specified rake is 1 in 25 for piles raking up to 1
in 6, and is 1 in 15 for piles raking more than 1
in 6. The maximum deviation of the pile centre
from the centre point shown in the setting out
drawings is 75mm in any direction at
commencing surface level. The top elevation
should be within 25mm of the design vertical
elevation. In the vast majority of situations GTL
are able to better these tolerances, however, we

7. design our pile cap frame/grillages to
accommodate these tolerances.
Standards/references Testing
Pile testing is recommended to be performed on
all sites but should only be carried out after
taking into account the quality of site
investigation information, the project
programme and the number of piles.
GTL recommend that pile tests are performed
on projects for which there are specific
serviceability requirements or a requirement for
proof of load carrying capacity.
Corrosion
Corrosion of piles is assessed by studying the
available soil investigation information, the
contamination testing results and the soil
resistivity readings.
Generally GTL calculate sacrificial steel loss. If
little or no information is available regarding the
potential corrosion risk to the piles, a worst case
scenario will be assumed based on the
published guidance and estimated corrosion
rates stated in BS8004 and Eurocode 3 Part 5
Steel Piling.
Environmental Sustainability
Helical pile foundations are an environmentally
conscientious and a sustainable construction
practice. The construction of a helical pile
foundation consumes less raw material and
requires fewer deliveries compared to other
types of deep and shallow foundations.
Substitution of helical piles for other foundations
almost always reduces the carbon footprint.
Helical piles will reduce disturbance in sensitive
natural areas.
The unique configuration of helical piles
consisting of large bearing surfaces and slender
shafts is an efficient use of raw materials. The
construction of helical piles requires on the
order of 65 % less raw materials by weight to
construct compared to driven steel piles and 95
% less raw material by weight compared to
drilled shafts or auger cast piles.
Helical pile foundations require fewer deliveries
to and from a construction site.
Installation of a helical foundation system
requires the piles be shipped from the supplier
to the site and mobilisation of the installation
equipment. Construction of a drilled shaft
foundation requires shipments of reinforcing
steel and concrete as well as mobilisation of a
drill rig and often a concrete pump truck.
The omission of concrete for the foundation
piles also reduced pollution because the
production of cement is one of the leading
producers of carbon emissions. On many
occasions, helical piles can be installed with
smaller equipment with better fuel economy in a
shorter time period than other foundations. Fuel
savings and less air pollution during installation
of helical piles reduce the carbon footprint still
further.
Helical piles make excellent low-impact
foundation for projects that are located in

8. environmentally sensitive areas, such as
wetlands, riverbeds, prairies, or historical sites.
Lightweight installation equipment minimises
disturbance, making less impact on fragile
ecosystems. Structures can be constructed over
marshland by keeping the machine on the
constructed sections and reaching out to install
the helical piles.
Overall, helical piles may be one of the most
environmentally friendly deep foundation
systems.
Why use our solution?
GTL’s foundation system is known for its ease
and speed of installation. Some of the
advantages are:
Speed of installation - typically, a standard
6m pile takes an average of ten minutes to
install. This reduces contract time, on site
preliminaries, speed to market and road/track
closures amongst other factors.
No spoil – with the spiralling cost of muck
away the solution proves to be financially and
environmentally viable especially in
contaminated ground.
No Concrete - no curing time so loads can be
applied immediately.
Environmentally friendly – by reversing the
installation process the helical pile can be
decommissioned and re-used leaving a
Greenfield site.
Reduced Environmental Impact - Installation
procedure produces minimal vibration and
noise, allowing installation close to noise
sensitive areas and night time operations.
Less disruption - Reduced deliveries unlike
the wet trades, means less disruption to
neighbours and other on site activities.
Workmanship – not so reliant on skill of
driver. Minimal instruments required to monitor
pile installation reducing errors and calibration
requirements.
Negative skin friction- can be designed for
reduced negative skin friction for collapsible
soils and soils susceptible to heave/drag.
Reduced resource – a typical crew consists
of three persons. An advantage on hazardous
sites where mitigating risk is paramount.
Guaranteed product – quality control of steel
and fabrication gives confidence in the quality of
the pile prior to installation in the ground.
End Bearing – the steel helix plate gives very
good end bearing characteristics, with very little
remoulding of the soil surface due to
installation.

9. Flexible - Helix plates can be spaced to give
particular failure conditions (end bearing or
shaft).
Soil verification - Monitoring of soils quality
and capacity during installation, direct
comparison to available site investigation and
preliminary pile tests.
Soil variability - Unforeseen variability in soils
can be overcome by the addition of helical
plates or additional sections.
Quick test results - Preliminary Pile tests and
results can be carried out and received within
48 hours of starting.
On site Modifications - Variability in
penetration depth is achieved by additional pile
sections.
No Reinforcement cages – do not require
full length reinforcement cages and the
associated problems
Close proximity - to trees, services, existing
foundations and buildings. No root damage or
undermining.
Resistance to tension and compression –
the pile can be used as a tension anchor and
soil nail.
Restricted access - Segmented sections for
reduced head heights – piles can be installed
under pipe racks and in basements.
Cold temperature conditions - unlike
concrete that can only be installed above
freezing point without specialist equipment.
Under/Overwater Installation – by utilising
specialist GTL equipment helical piles are able
to be installed in subsea marine conditions.
Low mobilisation/demobilisation costs –
equipment is delivered by a low loader
No liners/casings – no requirement for piling
through perched water tables or underground
water courses.
Flood Control – piles can protrude above
ground and as such provide an elevated
platform.
Acceleration – If a program requires
acceleration then this can be achieved by
deploying additional power-heads and hydraulic
units.
Many times the headline cost of piles head to
head is NOT the correct comparison.

10. Applications
In the UK helical piles have been used widely
over a decade both in highway projects (Client =
Highways Agency) and railway projects (Client
= Network Rail). The Highways Agency and
Network Rail are generally recognised as being
technically rigorous organisations.
The Highways Agency have been using helical
piles since 2005 for approximately 300
cantilever message signs, 60 portal gantries,
120 CCTV cameras and various signs, traffic
signals and bridges. Significant challenges to
be overcome included satisfying departmental
standards, accommodating live traffic, and
operating in areas with limited working space.
Helical piles are widely accepted as a
foundation solution in Network Rail. They were
first used in 2000, since that time approx +3000
helical piles have been installed every year,
mainly for overhead line equipment gantries.
Numerous case studies showing the use of
helical piles for rail and highway projects,
electrical transmission pylons, power stations,
electrical sub-stations, telecommunications
masts, buildings and other civil projects in the
UK can be found on the website of the specialist
contractor (screw) piles are rapidly becoming a
foundation of choice on projects that are;
✦ Remote locations
✦ Limited or restricted access
✦ Brownfield
✦ Remedial works
✦ Hostile environment
✦ Environmentally sensitive
✦ High water table
✦ Financial penalty to shutdown
✦ Poor soil conditions i.e. collapsible soils,
liquefaction
✦ Include tree preservation orders
✦ Temporary structures
✦ Subject to adverse weather conditions
GTL offer their services to an array of global
sectors including, but not limited to;
Oil & Gas
✦ Pipe line restraint
✦ Skids
✦ Pre-assembled Units
✦ Compressors
✦ Temporary accommodation
✦ Compound fencing
Highways
✦ Road signs
✦ Gantries
✦ Lighting columns
✦ Fences
✦ CCTV
✦ VMS
✦ Sand/Sound Barriers
✦ Bridges

11. Rail
✦ OLE’s
✦ Signals
✦ Gantries
✦ Refuge Platforms
✦ Platforms
✦ GSM-r Structures
Energy
✦ Wind Turbines
✦ Solar Farms
✦ Electricity pylons
✦ Power stations
Industrial
✦ Steel portal frames
✦ Temporary structures
✦ Car parks
✦ Housing
✦ Major construction
Communications
✦ Monopoles
✦ Towers
✦ Mobile phone masts
✦ Communication poles
Marine
✦ Piers
✦ Pontoons
✦ Marinas
✦ Flood defence schemes
✦ Dolphins
✦ Water management systems

12. Commercial Feasibility
The following is a comparison of costs of helical
piles versus bored cast-in-situ piles which has
been formulated by Shell/KBR and considers
the following:
✦ Material costs of a single helical pile versus a
single bored cast-in-situ pile of equivalent
axial load carrying capacity.
✦ Requirement for additional raking helical piles
(or winged sleeve angel pile) to provide lateral
capacity.
✦ Savings in schedule associated with rapid
installation of helical piles.
✦ Indirect cost savings associated with the
reduced number of work processes.
✦ Ability to install helical piles in areas with
restricted access and limited working space.
Material costs
According to the Highways Agency a
comparison of foundations on a material cost
only basis will generally show steel helical piles
to be more expensive than equivalent bored
cast-in-situ piles. However this ignores the
indirect cost benefits and schedule savings.
Indirect cost benefits and schedule
savings
Installation of helical piles is typically much
quicker than installation of an equivalent bored
cast-in-situ pile. Some approximate installation
rates are given below:
✦ Helical piles = 15 minutes per pile (= 40 piles/
rig per 10 hour day).
✦ Bored cast-in-situ piles = 2-4 hours per pile (=
3-5 piles/rig per 10 hour day).
Further schedule savings may be realised since
there is no need to wait for concrete to cure: the
helical pile is capable of carrying its full working
load as soon as it is installed.
Helical piles reduce the number of work
processes required.
The table below compares the activities
required for installation of a reinforced concrete
foundation versus a helical pile foundation for a
communications mast for the Highways Agency
in the UK.
The significant reduction in the number of work
processes typically results in savings to both
cost and schedule, compared to equivalent
bored cast-in-situ piles
TABLE 1.0

13. Innovation, Research &
Development
Innovation, Research and Development is
recognised by GTL as a crucial factor in our
success. In addition to enabling us to
consistently improve our performance by adding
value, improving quality and remaining
technically superior to our competitors, we
recognise it as being essential in maintaining
our position as market leaders in Helical (screw)
pile technology.
Our approach is one that looks at short and
mid-term actions and as such results in IR&D
working transversally and interactively
throughout the company.
Our IR&D department also looks outside the
company, expanding the circle of knowledge by
working with key suppliers and advisors. The
IR&D team is therefore a real driving force
behind both in-house and external innovation.
Arup Geotechnics are an IR&D partner of GTL.
We also maintain other partnerships with
universities and equipment suppliers.
THE GTL GROUP
Introduction
Abraj Al Qalaa General Trading (Iraq) (Castle Towers) is a company registered and based in the
Republic of Iraq, and was acquired by the GTL Group of Companies in 2015.
The acquisition is one of many that will strengthen GTL’s position within the Republic of Iraq and
further enhances our established presence in growth markets within the Middle East and Asia.
Castle Towers offer an array of services including, but not limited to;
✦ General Trading
✦ Recruitment
✦ Visas
✦ Company establishment
✦ Due Diligence
✦ Security Intelligence
✦ Oil and Gas Legal & Transactional Matters
✦ Risk Assessments
✦ Regulatory Compliance
✦ Advice on doing business in Iraq
Please contact us for further information
GTL Telecom LtdGTL Partnership Ltd GTL Structures Ltd

14. SUSTAINABILITY
GTL’s vision
Our main objective is the enduring success of our Clients. To deliver on that, we work collaboratively
with our partners and innovate.
Innovation
Focusing on sustainable innovation will ensure that our business remains competitive and constantly
thrive.
To continue to respond to challenges with imagination and agility, supporting the enduring success of
our Clients.
Sustainable innovation has identified the following:
✦ New products
✦ Operational efficiency
✦ Social performance
Sustainable innovation is built on leadership, engagement, knowledge sharing and collaboration. This
approach does not entirely depend on our employees but the collaboration with both our supply chain
and Clients, who will be the beneficiaries of our innovations.
POLICY & GOVERNANCE
The future depends on what we do today. GTL’s senior management sets the Group's approach to
corporate sustainability via policy statements.
A common management structure governs quality, safety, security and environment (QSSE).
Group policy statements include quality, health and safety and sustainability. We also have other
internal policy statements including: business conduct (including anti-bribery, corruption and alcohol
and drugs), supply chain, risk management, and communications. These documents are regularly
reviewed to ensure compliance with the latest policies in line with out IMS Manual.
Our policies include, but not limited to;
✦ Code of Conduct
✦ Communications Policy Statement
✦ Employment Policy Statement
✦ Governance Policy Statement
✦ Health and Safety Policy Statement
✦ Quality Policy Statement
✦ Risk Management Policy Statement
✦ Security Policy Statement
✦ Supply Chain Policy Statement
✦ Sustainability Policy Statement

15. HEALTH & SAFETY
It is the policy of GTL to comply with both the letter and the spirit of all current health and safety
legislation applicable to its undertakings and to regard these as minimum requirements no matter
what country we are operating in. GTL believes that the effective management of health and safety is
a sound business principle that makes a significant contribution to the company's profitability.
GTL is committed to the safety and well-being of all persons who may be affected by its activities. In
order to maintain this commitment, health and safety will be considered, promoted, communicated
and managed throughout the organisation in the same way as all other aspects of the business.
GTL is committed to the belief that health and safety is an integral function of its management team
and that all managers are accountable for the health and safety performance of their areas of
responsibility. To ensure the effective implementation and subsequent monitoring of this policy it is
necessary to define the duties and accountabilities of all persons and these are set out in the
appendices to this statement.
GTL is committed to the following principles:-
✦ That all incidents are preventable and that all risks can be safeguarded, also that all incidents
demand prompt investigation and timely remedial actions when and where appropriate.
✦ That all employees have responsibilities for health and safety and therefore will be provided with
appropriate information, instruction, training and supervision to enable them to work safely and
efficiently.
✦ That active co-operation between management and workforce is an essential element in promoting
and maintaining a safe and healthy workplace and that all employees should be involved in the
development of safe operating procedures and method statements derived from a comprehensive
risk assessment process.
✦ That company safety standards are established and maintained and must therefore be complied
with and that specialist health and safety advice will always be available when and where required.
✦ That targets and objectives should be set to ensure a continual improvement in health and safety
performance and that active monitoring is an essential element of performance improvement.
✦ That appropriate resource both financial and physical will be made available to support this policy.
✦ GTL undertakes to revise this policy as often as future developments in health and safety
legislation render appropriate.

16. QUALITY
The Management of GTL International LLC recognise the need for a comprehensive Integrated
Quality Management System to ensure that products and services provided by the Company fulfil
client requirements.
The quality IMS manual describes the managerial and organisational processes that operate within
GTL International LLC to ensure that products and services conforming to specification, are delivered
on time at a competitive price and that the effectiveness of the ISO 9001 Quality Management
System is maintained.
We will continually improve our Integrated Quality Management System and product and service
quality by setting quantifiable objectives for improvement as part of our Management Review of the
Integrated Quality Management System and monitoring progress towards them throughout the year.
ENVIRONMENTAL
GTL is committed to a policy of effectively managing environmental performance in order to minimise
the impact of our business processes on the natural environment and the community at large. Our
objective is to integrate the assessment, management and control of environmental issues into the
management of our business.
We will:
✦ Assess the environmental impact of our operations during planning, design and implementation
phases so as to prevent pollution of the external environment.
✦ Ensure compliance with all relevant environmental legislation as a minimum and, where practical,
approved codes of practice and other requirements such as those specified by our clients.
✦ Develop and implement objectives and targets to ensure a continual improvement in our
environmental performance.
✦ Incorporate sustainable environmental and resource efficiency considerations into our design
standards and construction practices having particular regard to energy and water consumption,
use of low environmental impact materials, designing out waste and reusing materials, wherever
possible.
✦ Play our part in minimising the amount of excavation waste going to landfill.
✦ We will work to adopt and implement standards for good practice in reducing waste, recycling
more, and increasing the use of recycled and recovered materials.
✦ Adopt a risk-based approach to providing appropriate training in environmental issues for our
employees according to their role, work they undertake and their environmental responsibilities.
GTL management is responsible for the implementation of this Policy statement and for ensuring
environmental risks are assessed and appropriate management controls are implemented in
accordance with GTL standards.
All employees and contractors are expected to co-operate with GTL in the implementation of the
Environmental Policy and will ensure that their own work, so far as is reasonably practicable, is
carried out with minimum risk to the environment.

17. Page 9
Telephone: +971 4 552 0878 | Website: www.gtlint.com | email: info@gtlint.com
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