
Seul (S. Korea)
International Airport runway reinforcement
with TENAX LBO geogrids.

Yverdon-les-Bains (Switzerland)
Installation of TENAX geogridS over soil
with very weak bearing capacity for
installation of runway for light aircraft.

Slovenia
Stabilisation of a railway track on severely
yielding soils by the use of TENAX geocomposites
and
geogrids. |
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.
The foundation, being thus subjected to fatigue stresses,
can undergo fracturing up to the point of collapse. 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).
One or more bioriented TENAX LBO or TENAX MS geogrid layers,
laid on the base of the railway ballast or airport runway, constrain
the aggregate by laterally confining it, and creating the necessary
tensile forces. The aggregate’s thickness can therefore be
reduced with considerable savings.
TENAX LBO geogrids are used
to confine railways ballast; wide aperture geogrids are available
for this purpose.
TENAX geogrids’ considerable rigidity and
composition guarantees, in fact, a long-term effect as far as both
mechanical and chemical resistance are concerned, even when used
under very aggressive conditions.
When it is necessary to prevent
the pumping of fine particles, a TENAX GT geocomposite can be installed
at the aggregate interface, or if the goal is to facilitate drainage,
a TENAX TNT geocomposite can be used instead.
TENAX LBO geogrid
TENAX MS geogrids
TENAX GT geocomposite
|

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. |