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TENAX LBO geogrids |
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Location - Date:
Stags Holt Wind Farm, Cambridgeshire, UK - 2008 |
Distributor:
Geosynthetics UK |
Project description
The Stags Holt windcluster project is an 18MW wind energy project at Stags
Holt near March in Cambridgeshire, UK.
Once complete, the nine-turbine
project will be able to supply the electricity needs of approximately 9500 homes.
The Stags Holt windcluster would be expected to have an operational
life of approximately 25 years.
After this time, the development would be
decommissioned in order to return the site to its former use as arable land.
The construction of the windcluster would be completed within a period of
approximately 30 weeks.
Challenge
The 80 m diameter wind turbine blades at Stags Holt are mounted on 59 m high
towers. Each turbine would be accessed by approximately 8 km of internal
access tracks that would be approximately 5 metres wide, with areas of
hardstanding adjacent to each turbine for use by cranes during construction.
The tracks and hardstanding areas, which mainly utilise soft existing farm
tracks, would need reinforcing so that they were able to withstand the loads
generated by the cranes during the commissioning and decommissioning of
the turbines.
Solution
Geosynthetics worked together with the Tenax Geosynthetics Technical Office
to produce the designs for the site access roads which incorporated the use of
two layers of lime cement stabilisation followed by the installation of a 200 mm
of Type 1 road stone reinforced by a single layer of TENAX LBO 330 bi-oriented
geogrid.
The designs ensured:
- The site access road would be strong enough to
withstand loadings of the wind turbines and heavy
vehicle usage for the duration of the site (25 years);
- A reduction in costs of fill material required (up to 40%);
- A reduction on the environmental impact of construction
traffic that would be mitigated due to the reduced
quantities of aggregate required.
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Benefits of using bi-oriented geogrids in road bases
Horizontal layers of geogrid are
commonly used to reinforce the base of road structures on soft
soils with poor bearing capacity
and reduce settlements that could
occur under the distributed load
transmitted by the passage of the
construction vehicles.
The presence of the geogrid has
the effect of distributing the loads
and therefore reducing stress
concentration over the soil thereby
minimising differential settlements.
The reinforcement function
provided by the geogrid consists of
many different factors; some of the
most important contributions are:
- Increase in initial stiffness;
- Decrease in long-term deformation (creep);
- Increase in tensile strength;
- Reduction of cracking;
- Increase in soil subgrade strength;
- Improved load distribution to the
soil subgrade due to
the load spreading.
Using TENAX LBO 330 provided a
solution that would maximise the
sustainability of the site whilst
reducing costs and minimising
environmental impact. |
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