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| Installation procedures
of TENAX TENWEB geocells
The installation of TENAX TENWEB geocells on slopes
is relatively simple and can be easily performed by unskilled labourers.
The procedure is as follows:
1. Site preparation: Clear and grub the site. Site
should be brought up to grade as specified by designer. The surface
should be as smooth as possible.
2. Placement of the geocell panels: Geocell panels
shall be expanded to the full open dimension, parallel to the flow
direction. Each panel shall be first anchored at the top of the
slope in a trench whose dimensions are determined by design. If
it is possible, the anchorage trench at the top can be filled with
concrete (to reduce the embedded length). Along the slope the geocells
shall be anchored with pins. The spacing between the pins shall
be determined by the design engineer. Pins have shape and length
depending on the soil characteristics. Pin diameter shall be 8 mm
minimum. Each pin shall be placed at the junctions of the panel.
Pins are placed in staggerd pattern, that is like the number 5 on
a dice. |
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Scheme of the anchorage
trench filled with soil
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Scheme of the anchorage
trench filled with
concrete having 4 cells inside the trench |
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3. Junction between panels: Adjacent panels
shall be fixed by pins, one pin every 2-4 cells (see drawing).
4. Infill: Infill in the geocells is influenced
by hydraulics, soil conditions, aesthetics. The geocells can accommodate
infills and finishes such as soil/grass, gravel. Infill can be
placed by the use of a front endloader, backhoe, bottom dump bucket,
conveyor system or ready mix truck. Soil or granular infill material
shall be about 2 cm above the top of the cells and compacted to
the required density
5. Finishing details: Seeding with suitable essences
allows a fast vegetation. Seeded areas may be protected with synthetic
or natural fibre blankets (jute).
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| particular conditions |
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| Anchorage at top
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Anchorage
at top
If it is not possible to provide a proper anchorage at top, or if
the anchorage length is not sufficient, the geocells panel begin
to slide downward; the only resistance is given by the fixing pins.
Localised stresses transmitted by the pins to the junctions (particularly
the upper cell junctions) may plasticize (and break) the junctions.
The surrounding cells then open, thus reducing soil confinement;
then localised erosion may occur. This can be avoided by increasing
the number of pin when the anchorage length is insufficient.
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| Anchorage at toe
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Anchorage
at toe
It is important to fix carefully the lower cells (in a base trench
or by pins). When this is not properly done, the lower cells row
may raise in "crocodile mouth shape". Infiltration water,
passing through the cells apertures, will then empty the cells from
the bottom. When the first row of cells is empty, the second one
begins to raise, and so on. Erosion continues up to the first pin,
able to avoid cell raise. Obviously, if the first row of cells is
properly fixed, the problem will not occur. |
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| Intense runoff
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Intense runoff
If there is a long slope upstream, or there is any possible cause
of intense runoff, the top rows can be subject to intense erosion.
The change of slope angle, in fact, causes a local increase in water
flow speed. To avoid the consequent erosion, it is necessary to
cover the zone with a bio-mat or, better, with a geomat. It is strongly
recommended to excavate a draining ditch immediately upstream the
surface to be protected, thus reducing the runoff. |
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| Lack of pins
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Lack of pins
Finally, if the number of pins is less than required or if the pins
used are not properly chosen, the localised stress transmitted by
pins to the junctions can break them. The failure of a junction
transmits an over-stress to the adjacent junction, thus producing
a progressive failure. |
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