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TENAX T-BLOCK retaining wall system
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Location - Date:
Trstená - district Tvrdošín in Slovakia - 2009 |
Designer:
CEMOS projektová kancelária s.r.o. , Bratislava |
Main Contractor:
Združenie Trstená R3”
acting on behalf of the leader
VÁHOSTAV – SK,
a.s., Hlinská 40, 011 18 Žilina |
Client:
Národná Dial’niĉná Spoloĉnost’, a.s.
(National freeway company) |
Distributor:
Jarmila Pietri Hoflansova |
The project concerns expressway R3, section Trstená by-pass in total
length of 9.8km on E77 transition route from Poland via Orava Region
down to the south.
The retaining walls were constructed as end of embankments at the
bridge earth fill supports for 6 bridges where they gradually turned into
sloping embankments wings with average height ranging between 4
and 14 m, with horizontal configuration as required by space designated
for the bridging communications.
In addition to that, one longitudinal retaining wall was constructed
between bridges 203 and 204; this was necessitated due to the collision
between the road embankment and land in ownership of other owner.
Retaining walls exceeding height of 5m were designed as stepped up.
The faces of the walls were vertical.
Retaining walls under the bridge
structure were built on the bridge supports foundations, while the wing
walls are constructed on their own strip foundations.
Contractor (Združenie Trstená R3) – acting on behalf of the leader
VÁHOSTAV – SK, a.s.
Žilina was choosing between three systems for the construction of
reinforced earth structures and decided to use combination of monooriented
Tenax geo-grids and T-BLOCK concrete blocks manufactured
by VÁHOSTAV – SK – PREFA, s.r.o. Horní Hriov.
The geogrids are
anchored between two T-BLOCK with the use of T-Clips locks. The
dimensions of the blocks are 1000 x 500 x 300 mm. |

Geogrids mono-oriented with integral junction TT

Installation phase of TENAX T-BLOCK system

Profile view of Vahostav’s blocks with connector “T-Clip”


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