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Construction of retaining walls

Reinforced soil, due to the usage of TENAX TT SAMP geogrids, is a technical and structural alternative to steel reinforced concrete or prefabricated cellular walls. From an economical viewpoint a reduction in the overall construction costs of at least 30% can be achieved. This Reinforced Soil technology, because of the use of TENAX TT SAMP geogrids, allows for the construction of embankments and walls with “green faced” slopes, stable at inclinations of 80° or even more when concrete blocks or prefabricated TENAX NURAGHE concrete type elements are used as the facing elements. These prefabricated concrete elements connect to the geogrids, which, thanks to their tensile strength and to their openings and thick bars, simultaneously anchor the face and internally strengthen the soil in a uniform manner with a greater effective action than that of anchoring systems made with discrete metallic strips or bars.
Furthermore, the notable flexibility of a Reinforced Soil structure allows for its use on soils having a weak bearing capacity as well, due to its ability to adjust itself to the settling of the base while undergoing only modest deformations. In this way, it is possible to obtain considerable technical and economic advantages deriving from the lightening of the facade’s structure that no longer resists against soil thrust by gravitational means or by wall toe tilting reactions alone, but instead, through the soil’s increased frictional resistance due to the inclusion of geogrids. When properly designed, such a structure offers a high factor of safety and has an increased capacity to support substantial static and dynamic loads.

 
Completed stepped wall reinforced soil structure
Completed stepped wall reinforced soil structure
  Stepped wall with pedestrian access ramp
Stepped wall with pedestrian access ramp
  Green faced reinforced soil structure
Green faced reinforced soil structure
         
Geogrid reinforced soil structure for failed slope
Geogrid reinforced soil structure for failed slope
  Completed green faced reinforced soil structure
Completed green faced reinforced soil structure
  Geogrid reinforced structure for bridge abutments
Geogrid reinforced structure for bridge abutments
SCHEMATIC EXAMPLE
 
PRODUCTS
TENAX TT SAMP
TENAX RIVEL
TENAX NURAGHE
 
CASE HISTORIES
A geogrid reinforced slope 35 m high in Taichung City, Taiwan.
M3 side roads slope repairs, Surrey, UK.
Construction of retaining walls for access ways and landscaping on a sloping residential development located in Balmain overlooking Sydney Harbour
Embankments construction of reinforced soil with TENAX TT mono-oriented geogrids and control erosion protection with TENAX MULTIMAT 100 at the Marine installation of Huatulco, Oaxaca in Mexico
Landslide consolidation in Boscaccia Sondrio, Italy
SH3, Region 3, Mokau Bridge Replacement, Taranaki, New Zealand
17 m high wall with an inclination of 80° and green facing, Iserlohn, Germany
Construction of a 7,00 m high wall for a new highway linking the Northern entry into Beirut with the City Centre

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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