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Superficial structural foundations

When designing shallow foundations it is necessary to:

  • Guarantee an adequate safety factor to prevent puncturing caused by insufficient bearing capacity;
  • Reduce settlement, and in particular differential settlement, within acceptable limits.
Montevecchia (LC), Italy
Montevecchia (LC), Italy
  Montevecchia (LC), Italy
Montevecchia (LC), Italy


Placing one or more layers of bioriented TENAX geogrids beneath the foundation can augment the bearing capacity of shallow foundations. In fact geogrids allow for uniform foundation settlement, minimizing the risk of differential settlement and effectively limiting horizontal soil deformation.
The confining action of the soil beneath the foundation prevents localized rupture or puncturing which can cause the foundations to sink. The surface on which global rupture failure occurs is deepened and enlarged by the geogrids and for this reason the soil shear strength and bearing capacity are increased considerably.
Veduggio (MI), Italy   Veduggio (MI), Italy   Veduggio (MI), Italy
Veduggio (MI), Italy   Veduggio (MI), Italy   Veduggio (MI), Italy
SCHEMATIC EXAMPLE
 
PRODUCTS
TENAX GT
TENAX LBO SAMP
 
CASE HISTORIES
Geogrids for soil improvement at the Vicenza, South BeltWay, Italy
 
TECHNICAL DOCUMENTS
TDS003: Reducing differential settlements under a road embankment in Korea by use of geosynthetics: a finite elements analysis, 2000 (599 kb)
TENAX International B.V. • Geosynthetics Division
Viale Stefano Franscini 19, 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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