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Railroads and airport runways

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 SAMP 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.

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

TENAX LBO SAMP 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.

Installation of TENAX MS 500 over soil with very weak bearing capacity
Yverdon-les-Bains (Switzerland)
Installation of TENAX MS 500 over soil with very weak bearing capacity for installation of runway for light aircraft
 

Stabilization of a railway track on severely yielding soils by the use of TENAX geocomposites and geogrids
Slovenia
Stabilization of a railway track on severely yielding soils by the use of TENAX geocomposites and geogrids
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SCHEMATIC EXAMPLE
 
PRODUCTS
TENAX LBO SAMP
TENAX MS
TENAX GT
TENAX TNT
 
CASE HISTORIES
Construction of overflow car-park at Gatwick Airport using TENAX bi-axial geogrids
Railroad line Trieste Vienna: railway ballast stabilization by means of geosynthetics
 
TECHNICAL DOCUMENTS
TDS002- Preliminary results from an instrumented railways embankment reinforced with a geogrid-geotextile geocomposite, 2000 (940kb)
TDS003- Reducing differential settlements under a road embankment in Korea by use of geosynthetics: a finite elements analysis, 2000 (599kb)
TDS005- Inchon International Airport: subgrade reinforcement with geogrids, 2000 (2600kb)
TDS008- Stress distribution in geogrid reinforced railway formation (2133kb)
TDS009- Geogrid reinforced railways embankments: design concepts and experimental test results (1278kb)
TENAX International B.V. • Geosynthetics Division
Via Ferruccio Pelli, 14 CH-6900 Lugano, Switzerland • Tel +41+91.9242485 • Fax +41+91.9242489

geo@tenax.net

TENAX SpA - Geosynthetics Technical Office (GTO)
Viale Monza, 1- 20125 Milano (MI), Italy • Tel. +39 02.26113532 • Fax +39 02.28971107

gto@tenax.net

TENAX SpA • Divisione Geosintetici
Via dell'Industria, 3 • I-23897 Viganò (LC), Italia • Tel +39 039.9219307 • Fax +39 039.9219200

geo@tenax.net

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