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| Soil stabilisation | ||||||||||||||||||||||
Railroads and airport runways |
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Seul (S. Korea) International Airport runway reinforcement Yverdon-les-Bains (Switzerland) Installation of TENAX MS 500 geogrid over soil
Slovenia Stabilisation of a railway track on severely |
The rapid passage of trains, the take off and landing
of airplanes in very brief intervals of time, apply dynamic loads
to the soil resulting in very intense compression and decompression
cycles.
Under these conditions, both very thick layers of aggregate, and
frequent and expensive maintenance are required (although these
maintenance costs are high, by far the most important cost factor
is the reduction in revenue caused by the disruption of services).
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The dynamic load provided by the passage of trains quickly produces deformation of the ballast and of the base layers on soft subgrade.
An airport runway on soft soil may undergo premature deformation due to lack of lateral confinement of the aggregate and to pumping of fines from the subgrade. |
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TENAX geosynthetics allow to obtain a stable railway and firm airport runways
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