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Landfill capping

The major problem during the design and construction of a permanent landfill covering system (capping) is to maintain an adequate thickness of topsoil on the impermeable slopes in order to permit vegetation growth. The angle of friction at the interface between the impermeable liner and the soil mass usually has a very low value, inadequate for the prevention of soil sliding, even on shallow slopes.

 
TENAX TENWEB used for soil containment on the slope of a landfill cap
Modena (Italy)
TENAX TENWEB used for soil containment on the slope of a landfill cap
  TENAX MULTIMAT R used to improve the frictional resistance between the fill soil and the lining system.
Cerro Maggiore, MI (Italy)
TENAX MULTIMAT R used to improve the frictional resistance between the fill soil and the lining system.


Studies must be carried out to guarantee the drainage of any water that, by running between the membrane and soil mass, can reduce to zero the soil/membranes’ coefficient of friction. If such a situation developed, the soil mass overlying the impermeable membrane would be subject to slippage.
The soil spread onto the landfill slopes is subject to forces that tend to cause slippage towards the base, and to other forces that favor stability. If these forces are not equalized with an acceptable safety factor, then it is necessary to use a suitable geosynthetic material capable of conferring to the topsoil those properties required for guaranteeing stability.
TENAX MULTIMAT R reinforced geomats or TENAX TENWEB geocells, by means of their high frictional three-dimensional structure, allow for the retention of a thick layer of topsoil even on steep slopes.
Placed directly above the impermeable membrane (or if required, above a filtering-draining TENAX TNT geocomposite), they are secured in place either in an anchor trench at the crest of the slope or secured to a permanent structure using suitable fixing pins. Once installed, topsoil can be placed, compacted and if required seeded.

 
PRODUCTS
TENAX TENWEB
TENAX MULTIMAT R
 
case histories
The landfill capping system at Cerro Maggiore refuse disposal site
 
TECHNICAL DOCUMENTS
TDE001: Erosion Control - The Design with TENAX TENWEB geocells (1995) (77kb)
TDE002: The design method for three-dimensional geocells on slopes (Singapore 1994) (1260kb)
TDE003: TENAX MULTIMAT 100 - A three dimensional geosynthetics product for erosion control (1996) (3316kb)
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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